STATISTICAL SUMMARIES OF STREAMFLOW
RECORDS IN OKLAHOMA AND PARTS OF
ARKANSAS, MISSOURI, AND TEXAS
THROUGH 1984
By David C. Heimann and Robert L. Tortorelli
U.S. GEOLOGICAL SURVEYWater-Resources Investigations Report 87-4205
Prepared in cooperation with the OKLAHOMA WATER RESOURCES BOARD
Oklahoma City, Oklahoma
1988
ST
AT
ION
N
AM
E
AN
D
NU
MB
ER
1900
19
Beaver
Riv
er
near
Fo
rt
Su
pp
ly.
Okla
. 07234500
Beaver
Riv
er
near
Guym
on,
Okla
. 0
72
32
50
0
Big
C
abin
C
ree
k
ne
ar
Big
C
abin
. O
kla
. 07191000
Bird C
reek
at
Ava
nt,
O
kla
. 0
71
76
50
0
Bird
Cre
ek
ne
ar
Sperr
y,
Okla
. 0
71
77
50
0
Bla
ck
Bear
Cre
ek
at
Pa
wn
ee
, O
kla
. 07153000
Blu
e B
eaver
Cre
ek
ne
ar
Ca
ch
e,
Okla
. 07311200
Blu
e R
iver
at
Milb
urn
, O
kla
. 07332400
Blu
e R
ive
r n
ea
r
Blu
e,
Okla
. 07332500
Bu
ffa
lo C
ree
k n
ea
r
Lo
ve
da
le,
Okla
. 07157960
PE
RIO
D
OF
C
ON
TIN
UO
US
R
EC
OR
D
10
19
20
1
93
0
19
40
1
95
0
1960
1970
19
80
I I: B
1
: : : :
k:;:i
£:
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PL
AN
AT
ION
flw
vw
wm
Str
eam
flo
w
Un
reg
ula
ted
t^
^j
Str
ea
mfl
ow
R
egu
late
d
Figu
re 2
. S
um
mary
of
stre
amfl
ow
rec
ord
s. C
on
tin
ued
PE
RIO
D
OF
C
ON
TIN
UO
US
R
EC
OR
D
ST
AT
ION
N
AM
E
AN
D
NU
MB
ER
1900
19
10
1
92
0
1930
19
40
1
95
0
1960
19
70
Caddo
Cre
ek
near
Ard
mo
re,
Okla
. 0
73
30
50
0
Canadia
n
Riv
er
at
Brid
ge
po
rt.
Okla
. 07228500
Ca
na
dia
n
Riv
er
at
Calv
in.
Okla
. 07231500
Canadia
n
Riv
er
near
Noble
. O
kla
. 07229100
Ca
na
dia
n
Riv
er
near
Wh
ite
fie
ld,
Okla
. 0
72
45
00
0
Candy
Cre
ek
near
Wolc
o.
Okla
. 07176800
Caney
Cre
ek
near
Copan.
Okla
. 07 1
74
00
0
Caney
Riv
er
near
Hula
h.
Okla
. 07 1
73
00
0
Caney
Riv
er
ne
ar
Och
ela
ta.
Okla
. 0
71
74
70
0
Caney
Riv
er
near
Ram
ona,
Okla
. 07175500
1
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. ,..
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AT
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Str
eam
flow
U
nreg
ulat
ed j
i^iji
xxa
Str
eam
flow
Reg
ulat
ed
Fig
ure
2.
Su
mm
ary
of
str
eam
flow
record
s. C
ontinued
PE
RIO
D
OF
C
ON
TIN
UO
US
R
EC
OR
D
ST
AT
ION
N
AM
E
AN
D
NU
MB
ER
1900
1910
1920
1930
1940
1950
1960
1970
1980
Ch
ika
skia
R
iver
near
Bla
ckw
ell,
O
kla
. 0
71
52
00
0
Cim
arr
on R
iver
above
U
te C
reek
ne
ar
Bois
e C
ity,
Okla
. 0
71
55
00
0
Cim
arr
on R
iver
at
Ma
nfo
rd,
Okla
. 0
71
64
00
0
Cim
arr
on R
iver
at
Oilt
on,
Okla
. 0
71
63
50
0
Cim
arr
on R
iver
at
Perk
ins,
O
kla.
07
16
10
00
Cim
arr
on
Riv
er
near
Buffalo
, O
kla
. 0
71
57
95
0
Cim
arr
on R
iver
ne
ar
Do
ver,
O
kla
. 0
71
59
10
0
Cim
arr
on R
ive
r n
ea
r
Fo
rga
n,
Ka
ns.
0
71
56
90
0
Cim
arr
on
Riv
er
ne
ar
Guth
rie,
Okla
. 0
71
60
00
0
Cim
arr
on
R
iver
ne
ar
Ke
nto
n,
Okl
a.
07
15
45
00
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AT
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'| S
trea
mfl
ow
U
nre
gu
late
d
b^
wxj
Str
ea
mfl
ow
R
egu
late
d
Fig
ure
2.
Su
mm
ary
of
stre
am
flow
re
co
rds.
Co
ntin
ue
d
PE
RIO
D
OF
C
ON
TIN
UO
US
R
EC
OR
D
ST
AT
ION
N
AM
E
AN
D
NU
MB
ER
1900
1910
19
20
1
93
0
19
40
1950
1960
19
70
1
98
0
Cim
arr
on R
iver
ne
ar
Mo
ca
ne
, O
kla
. 0
71
57
00
0
Cim
arr
on
R
ive
r n
ea
r
Waynoka,
Okla
. 07158000
Cle
ar
Boggy C
reek n
ea
r
Caney,
Okla
. 07335000
Cle
ar
Cre
ek
ne
ar
Elm
wood,
Okla
. 07234100
Co
bb
C
ree
k n
ea
r
Eaklv
, O
kla
. 0
73
25
80
0
Cobb C
ree
k n
ea
r
Fo
rt C
ob
b,
Okla
. 0
73
26
00
0
Co
ldw
ate
r C
ree
k n
ea
r
Ha
rde
sty
, O
kla
. 0
72
33
00
0
Co
un
cil
Cre
ek n
ea
r
Stillw
ate
r. O
kla
. 07163000
De
ep
F
ork
n
ea
r
Arc
adia
, O
kla
. 07242350
De
ep
Fo
rk n
ear
Be
gg
s,
Okla
. 07243500
Ifc
$m
I
K$S
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EX
PL
AN
AT
ION
Str
eam
flow
Unr
egul
ated
^^^^
Str
eam
flow
Reg
ulat
ed
Fig
ure
2.
Su
mm
ary
of
stre
am
flow
re
co
rds.
Co
ntin
ue
d
ST
AT
ION
N
AM
E
AN
D
NU
MB
ER
1900
19
Deep
Fork
ne
ar
Dew
ar,
O
kla
. 0
72
44
00
0
De
ep
R
ed
R
un
near
Randle
tt.
Okla
. 07311500
Double
C
ree
k S
ubw
ate
rshed
No
. 5
ne
ar
Ra
mo
na
, O
kla
. 07175000
Dry
C
reek
near
Ke
nd
rick,
Okla
. 07243000
East
Cache C
ree
k
near
Wa
lte
rs,
Okla
. 0
73
11
00
0
Elk
C
ree
k
near
Ho
ba
rt,
Okla
. 0
73
04
50
0
Elk
R
iver
near
Tiff
City,
Mo.
07189000
Elm
F
ork
of
No
rth
F
ork
R
ed R
iver
ne
ar
Carl,
Okla
. 0
73
03
40
0
Elm
F
ork
o
f N
ort
h F
ork
R
ed
Riv
er
ne
ar
Ma
ng
um
, O
kla
. 0
73
03
50
0
Flin
t C
ree
k
ne
ar
Kansas,
Okla
. 0
71
96
00
0
ill m
PE
RIO
D
OF
C
ON
TIN
UO
US
R
EC
OR
D
10
19
20
1930
19
40
1
95
0
19
60
1
97
0
19
80
t* i*
N I*
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PL
AN
AT
ION
Str
eam
flo
w
Un
reg
ula
ted
K
^^
^
Str
ea
mfl
ow
R
equ
late
d
Fig
ure
2. S
um
mary
of
stre
am
flow
re
co
rds.
Co
ntin
ue
d
ST
AT
ION
N
AM
E
AN
D
NU
MB
ER
19
00
19
Fourc
he M
alin
e n
ea
r
Red O
ak.
Okla
. 07247500
Ga
ine
s
Cre
ek n
ea
r
Kre
bs,
Okla
. 0
72
32
00
0
Glo
ve
r C
ree
k
ne
ar
Glo
ve
r,
Okla
. 07337900
Ho
min
y C
reek
ne
ar
Skia
too
k.
Okla
. 07177000
Illinois
R
iver
near
Gore
, O
kla
. 0
71
98
00
0
Illin
ois
R
iver
near
Tahle
qah.
Okla
. Q
71
96
50
o
Illinois
R
iver
ne
ar
Watts,
Okla
. 0
71
95
50
0
Jam
es F
ork
n
ea
r
Hackett,
Ark
. 07249400
Kia
mic
hi
Riv
er
ne
ar
An
tle
rs,
Okla
. 07336200
Kia
mic
hi
Riv
er
near
Be
lzo
ni. O
kla
. 07336500
PE
RIO
D
OF
C
ON
TIN
UO
US
R
EC
OR
D
10
1
92
0
19
30
1940
1950
1960
19
70
1
98
0
I m
\ i \m
:j:|:i:|
:::|:|::
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PL
AN
AT
ION
Str
eam
flo
w
Un
reg
ula
ted
isig
-JSs
;:-!
Str
eam
flo
w
Reg
ula
ted
Fig
ure
2. S
um
mary
of
stre
am
flow
record
s. C
ontinued
ST
AT
ION
N
AM
E
AN
D
NU
MB
ER
1900
19
Kia
mic
hi
Riv
er
near
Big
C
edar,
O
kla
. 0
73
35
70
0
Little B
eaver
Cre
ek
near
Dunca
n,
Okla
. 0
73
13
00
0
Little
Caney
Riv
er
belo
w
Cotton C
reek
near
Copan.
Okla
. 0
71
74
20
0
Little
Riv
er
belo
w
Lake T
hu
nd
erb
ird
near
Norm
an.
Okla
. 0
72
30
00
0
Little
R
iver
belo
w
Lu
kfa
ta
Cre
ek
near
Ida
be
l,
Okla
. 0
73
38
50
0
Little
Riv
er
near
Sasakw
a,
Okla
. 0
72
31
00
0
Little R
iver
near
Tecu
mse
h,
Okla
. 0
72
30
50
0
Little
Riv
er
near
Wright
City,
Okla
. 0
73
37
50
0
Little
W
ashita R
iver
near
Nin
nekah,
Okla
. 0
73
27
49
0
Mounta
in F
ork
near
Eagle
tow
n,
Okla
. 0
73
39
00
0
PE
RIO
D
OF
C
ON
TIN
UO
US
R
EC
OR
D
10
1920
1930
1940
1950
1960
1970
1980
H I1 x"
SiS
x'?:
¥:
N
HP . m
$x:x
£x-:-
x$
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X'x
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PL
AN
AT
ION
Str
eam
flow
Unr
egul
ated
^$
§1
^ S
tream
flow
Reg
ulat
ed
Fig
ure
2. S
um
mary
of
str
ea
mflo
w r
eco
rds.
Co
ntin
ue
d
PE
RIO
D
OF
C
ON
TIN
UO
US
R
EC
OR
D
ST
AT
ION
N
AM
E
AN
D
NU
MB
ER
1900
1910
1920
1930
1940
1950
1960
1970
1980
Mud
C
reek
near
Court
ney.
Okla
. 07315700
Muddy
Bo
gg
y C
reek
near
Farr
is,
Okla
. 0
73
34
00
0
Neosh
o
Riv
er
belo
w
Fort
G
ibson Lake
ne
ar
Fort
G
ibson,
Okla
. 0
71
93
50
0
Ne
osh
o R
iver
near
Choute
au,
Okla
. 0
71
91
50
0
Neosh
o R
iver
near
Com
merc
e,
Okla
. 0
71
85
00
0
Ne
osh
o
Riv
er
near
Gro
ve,
Okla
. 0
7 1
8950
o
Ne
osh
o
Riv
er
near
Langle
y,
Okla
. 0
71
90
50
0
Ne
osh
o
Riv
er
near
Wagoner
Okla
. 0
71
92
50
0
No
rth
C
anadia
n R
iver
at
Canto
n,
Okla
. 0
72
39
00
0
Nort
h C
anadia
n
Riv
er
at
Woodw
ard
. O
kla
. 0
72
37
50
0
m i
M h
mm fes te |
x\\\
C\\
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PL
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AT
ION
Str
eam
flow
U
nreg
ulat
ed |
-x<l
x'$:
l S
trea
mflo
w R
egul
ated
Fig
ure
2. S
um
mary
of
str
eam
flow
re
co
rds.
Co
ntin
ue
d
ST
AT
ION
N
AM
E
AN
D
NU
MB
ER
1
90
0
1
No
rth
C
an
ad
ian
R
iver
be
low
Lake O
ve
rho
lse
r
near
Okla
ho
ma
C
ity,
Okla
. 0
72
41
00
0
Nort
h
Ca
na
dia
n R
ive
r n
ea
r
El
Reno,
Okla
. 07239500
Nort
h C
anadia
n R
iver
ne
ar
Ha
rra
h,
Okla
. 0
72
41
55
0
Nort
h C
an
ad
ian
R
ive
r n
ea
r
Okla
hom
a C
ity,
Okla
. 0
72
41
50
0
Nort
h C
an
ad
ian
R
iver
ne
ar
Se
llin
g,
Okla
. 07238000
Nort
h C
anadia
n
Riv
er
near
Wetu
mka,
Okla
. 07242000
Nort
h F
ork
R
ed
R
iver
be
low
Altus
Dam
ne
ar
Lugert
, O
kla
. 07303000
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h F
ork
R
ed
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iver
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Ca
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r, O
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. 07301500
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F
ork
R
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Riv
er
ne
ar
Gra
nite,
Okla
. 07302000
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h F
ork
R
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R
iver
ne
ar
Headrick,
Okla
. 07305000
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1980
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2.
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. C
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1920
1930
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1950
19
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1970
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Riv
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Mangum
, O
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. 07300500
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, O
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Be
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. O
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Cheyenne,
Okla
. 073230O
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, O
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. 07188000
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. 07327000
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40
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0
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60
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1980
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rdig
ris
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near
Inola
, O
kla
. 0
71
78
60
0
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igris
Riv
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near
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na
pa
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Okla
. 07171000
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rdig
ris
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near
Oola
gah.
Okla
. 07171400
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ek
at
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ell.
Okla
. 0
72
29
30
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sh
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. 07328100
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Okla
. 07326500
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. 07325500
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. 0
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. 07325000
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1940
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50
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1970
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r n
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r
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Okla
. 0
73
24
40
0
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ne
ar
Ma
mm
on
, O
kla
. 07324200
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Riv
er
near
Pauls
V
alle
y.
Okla
. 07328500
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Ott
er
Cre
ek
at
Sn
yd
er
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near
Mounta
in
Pa
rk,
Okla
. 0
73
05
50
0
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e
Cre
ek
near
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r.
Okla
. 07329700
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ter
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ek
ne
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x,
Okla
. 0
73
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lf
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. 07236000
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. 07237000
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d
Monthly and annual discharges
This table lists the maximum, minimum, and mean discharges for each month, corresponding standard deviation, coefficient of variation (the standard deviation divided by the mean), and percent of annual runoff, based on the period of record. Also included in the table are the annual (water year - October 1 to September 30) values for each of the above statistical characteristics.
Low-flow frequency
A frequency curve relates magnitude of a variable (for example, low flows, high flows, instantaneous peak flows) to frequency of occurrence. The data listed in this table were produced by fitting the logarithms of annual "y"-day low flows to a Pearson Type III distribution. The frequency curve is an estimate of the cumulative distribution of a population of a variable, in this case low flow, and is prepared from a sample of data corresponding to the period of record used.
The low-flow frequency data show lowest mean discharges for consecutive periods of 1, 3, 7, 14, 30, 60, 90, 120, and 183 days and corresponding recurrence intervals of 2, 5, 10, and 20 years. Included in this table are corresponding non-exceedance probabilities of 50, 20, 10, and 5 percent, respectively.
Recurrence intervals of hydrologic events are usually stated in years and thus are reciprocals of probabilities of exceedance or non-exceedance in one year. Discharges in the low-flow table can be interpreted in the following manner: The low flow corresponding to any "x"-recurrence interval and "y"-consecutive period of days can be expected to be less on the average once every "x"-years; similarly, a low flow corresponding to any given "x"-percent non-exceedance probability and "y"-consecutive period of days will have a "x"-percent chance of being less than the indicated value in any given year.
Low flows are calculated based on a climatic year (April 1 to March 31); thus the period of record for a climatic year is one year less than for a water year (Riggs, 1972). The values listed in the table were computed from U.S. Geological Survey computer program Daily Values Statistics (Program A969) utilizing days of zero flow rather than omitting zero flow days as was done previously. Due to this updated method of computation, values in this report may differ from those in Huntzinger (1978b), because the frequency analysis for that study was determined graphically. These differences are especially significant for streams in drier regions of Oklahoma.
The low-flow frequency curves for given "y"-day periods were computed independently, and with the inclusion of zero-flow days, some frequency curves overlapped each other. This caused some low flows for higher recurrence intervals to be larger than low flows for lower recurrence intervals and low flows within the same recurrence interval to be smaller for larger periods of consecutive days than smaller periods of consecutive days. These overlaps in the data are referred to as data reversals. Tables for 25 streamflow stations had to be corrected graphically for data reversals. An average of 3 values per station were corrected in this manner.
20
High-flow frequency
This table lists statistical data necessary to plot high-flow frequency curves that were produced by fitting the logarithm of annual "y"-day high flow to a Pearson type III distribution. The data show the highest mean discharges for consecutive periods of 1, 3, 7, 15, 30, 60, and 90 days and corresponding recurrence intervals of 2, 5, 10, 25, 50, and 100 years. Included in this table are corresponding exceedance probabilities of 50, 20, 10, 4-, 2, and 1 percent, respectively.
Discharges in the high-flow table can be interpreted in the following manner: The high-flow corresponding to any "x"-year recurrence interval and "y" consecutive period of days can be expected to be exceeded on the average once every "x" years; similarly, a high flow corresponding to any given "x"- percent non-exceedance probability and "y" consecutive period of days will have a "x"-percent chance of being exceeded in any given year.
Frequency curves for 13 streamflow stations had to be corrected graphically for data reversals. An average of 4- values per station were corrected in this manner.
Peak-flow frequency
This table lists statistical data necessary to plot peak-flow frequency curves using the log-Pearson Type III frequency distribution. The frequency distributions used to describe low flows, high flows, and instantaneous peak flows are generally nonsymmetrical, that is, they do not follow a normal distribution. For such distributions, the mean, median, and mode have different values that correspond to different probabilities on the cumulative graph. These nonsymetrical distributions are classified as skewed (Riggs, 1968a). Skewness may be shown graphically as right or left relative to a normal distribution; or, as in this case, it is described mathematically by a number, either positive or negative. These skew values are used in the calculation of the frequency curve statistics. Skew values are commonly reported with instantaneous peak-flow statistics but not with low- or high-flow statistics.
The type of skew used, along with its value, is listed at the bottom of the peak-flow frequency table. For those unregulated streamflow stations with a drainage area of less than 2,500 square miles, the skew was determined using a generalized skew map developed for Oklahoma streams by Tortorelli and Bergman (1985) and weighted with the station skew as described in Bulletin 17B (U.S. Water Resources Council, 1981). The mean square error of the Oklahoma generalized skew map was used in this weighting process (Tortorelli and Bergman, 1985). For those unregulated streamflow stations with a drainage area of more than 2,500 square miles the generalized skew was weighted with the station skew in accordance with procedures developed by the Water Resources Council (1981). The mean square error of the Water Resources Council generalized skew map was used in this weighting process.
21
For streamflow stations regulated by floodwater-retarding structures with a drainage area of less than 2,500 square miles, the skew was developed by weighting the Oklahoma generalized skew with the station skew. When a station was regulated by features other than floodwater-retarding structures regardless of drainage area, only a station skew was used. No station with a drainage area of more than 2,500 square miles was regulated solely by floodwater-retarding structures.
The discharge values in the table represent peak flows for recurrence intervals of 2, 5, 10, 25, 50, and 100 years. Included are the corresponding annual exceedance probabilities of 50, 20, 10, 4, 2, and 1 percent, respectively. The peak discharge values in the table are interpreted in the same manner as the high-flow values discussed previously.
Flow duration
This table lists data to plot a flow-duration curve. The flow valuesare those that can be expected to be exceeded for the corresponding percentof time, based on the period of record.
Daily-flow-Duration Hydrographs
This graph shows the 20-, 50-, and 80-percent probability of exceedance daily-flow values for the specified period of unregulated or regulated record. For computational purposes the duration periods are limited to periods of 9, 19, 29, 39, and 4-9 water years. Therefore, the period of record used to compute the hydrographs for a given station may be less than the actual period of record available for the station. In all cases, however, the beginning year of the plotting period was adjusted so that the final year of the station record was included in the plot. The daily flow-duration hydrographs were developed using data processed by computer Program K956 (Wilson, 1981).
Data for two stations, Salt Fork Red River at Mangum, Oklahoma (station number 07300500), and North Fork Red River below Altus Dam, near Lugert, Oklahoma (station number 07303000) were not plotted because there were too many zero value days in the data for the plotting program to calculate position points.
Values for the 0, 10, 30, 70, 90, and 100 percent probability of exceedance are also available for each station included in this report and may be obtained from the U.S. Geological Survey, Water Resources Division, Oklahoma City, Oklahoma.
22
SELECTED REFERENCES
Hendricks, E.L., 1964, Compilation of records of surface waters of the United States, October 1950 to September 1960, Part 7. Lower Mississippi River Basin: U.S. Geological Survey Water-Supply Paper 1731, 552 p.
Huntzinger, T.L., 1978a, High-flow frequencies for selected streams in Oklahoma: U.S. Geological Survey Open-File Report 78-161, 30 p.
____ 1978b, Low-flow characteristics of Oklahoma streams: U.S. GeologicalSurvey Open-File Report 78-166, 93 p.
Kirby, William, 1981, Annual flood frequency analysis using U.S. WaterResources Council guidelines (Program 3407), chapter I, section C, of WATSTORE user's guide: U.S. Geological Survey Open-File Report 79-1336-1, v. 4, p. C-1 to C-57.
Meeks, W.C., 1984, Daily values statistics (Program A969) [revised by George R. Dempster, 3r.], chapter IV, section G, of WATSTORE user's guide: U.S. Geological Survey Open-File Report 75-426, v. 1, p. G-1 to G-38.
Mize, L.D., 1975, Statistical Summaries of Streamflow Records, Oklahoma, through 1974: U.S. Geological Survey open-file report, 399 p.
Price, W.E., 3r., and Meeks, W.C., 1977, Daily values monthly and annual statistics (Program W4422), chapter IV, section F, of WATSTORE user's guide: U.S. Geological Survey Open-File Report 75-426, v. 1, p. F-1 to F-46.
Riggs, H.C., 1968a, Some statistical tools in hydrology: U.S. Geological Survey Techniques of Water-Resources Investigations, book 4, chap. A1, 39 p.
____ 1968b, Frequency curves: U.S. Geological Survey Techniques of Water-Resources Investigations, book 4, chap. A2, 15 p.
____ 1972, Low-flow Investigations: U.S. Geological Survey Techniques of Water-Resources Investigations, book 4, chap. B1, 18 p.
Sauer, V.B., 1974, Flood characteristics of Oklahoma streams: U.S.Geological Survey Water-Resources Investigations Report 52-73, 301 p.
Tortorelli, R.L., and Bergman, D.L., 1985, Techniques for estimating flood peak discharges for unregulated streams and streams regulated by small floodwater-retarding structures in Oklahoma: U.S. Geological Survey Water-Resources Investigations Report 84-4358, 85 p.
U.S. Water Resources Council, 1981, Guidelines for determining flood flow frequency: Hydrology Committee Bulletin 17B, 28 p.
23
Wells, 3.V.B., 1955, Compilation of records of surface waters of the United States through September 1950, Part 7. Lower Mississippi River Basin: U.S. Geological Survey Water-Supply Paper 1311, 606 p.
Wilson, T.A., 1981, Daily values duration hydrograph tables and plots(Program K956), chap. IV, section I, of WATSTORE user's guide: U.S. Geological Survey Open-File Report 75-4-26, v. 1, p. 1-1 to 1-15.
24
ARKANSAS RIVER BASIN
07146500 ARKANSAS RIVER AT ARKANSAS CITY, KS
LOCATION.--Lat 37'03 1 23", long 97'03'32", in NE 1/4 NE 1/4 NE 1/4 sec.35, T.34 S., R.3 E., Cowley County, near left bank at downstream side of bridge on U.S. Highway 166, 0.1 mi downstream from St. Louis-San Francisco Railway Co. bridge, 0.5 mi west of Arkansas City, 5.4 mi upstream from Walnut River, and at mile 701.4.
DRAINAGE AREA.--43,713 mi 2 , of which 7,607 mi 2 is probably noncontributing.
PERIOD OF RECORD.--September 1902 to September 1906, September 1921 to September 1975. Published as "near Arkansas City" 1903-4. Monthly discharge only for some periods,published in Water Supply Paper (WSP) 1311.
REMARKS.--Flow moderately regulated since 1943 by John Martin Reservoir and further regulated since 1964 by Cheney Reservoir. Natural flow of stream affected by transmountain diversions, storage reservoirs, power developments, ground-water withdrawals, diversions for irrigation, and return flow from irrigated areas.
STREAMFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1903-05, 1922-42
STAN DARD COEFFI- PERCENT
DEVIA- CIENT OF OF
MONTH
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYJUNEJULYAUGUSTSEPTEMBER
ANNUAL
MAXIMUM (CFS)
54702690164015901850233052808270160001100091303260
3670
MINIMUM (CFS)
208.3
18844237
11844827911265153
366
MEAN (CFS)
95679556551263482113802420378020401330961
1350
TION (CFS)
139066140537243458914102130377024101810899
804
VARI ATION
1.50.830.720.730.680.721.00.881.01.21.40.94
0.60
ANNUAL RUNOFF
5.94.93.53.23.95.18.514.923.312.68.25.9
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1904-05, 1923-42
PERIOD(CON SECUTIVEDAYS)
13714306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN
250*
116125137149193292352384485
520*
48526277103150191233310
1010%
2831395473
101136183256
PERCENT
205*
181926405570
101152222
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 25 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 50%
520%
10 10%
254*
50 2%
1001*
14900 31000 44600 65000 82200 101000
WATER RESOURCES COUNCIL WEIGHTED SKEW = -0.210
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1903-05, 1922-42
PERIOD (CON SECU TIVE DAYS)
DISCHARGE, IN CFS, FOR INDICATEDRECURRENCE INTERVAL, IN YEARS, ANDEXCEEDANCE PROBABILITY, IN PERCENT
250%
520%
10 10%
254%
50 2%
1001%
14600 29400 40700 55900 67700 7960037
15306090
1230089006220449032002540
248001810012500870061204770
3410025000172001180083106450
46400344002350015700112008700
646004160028300186001350010500
646004880033100215001580012200
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1903-05, 1922-42
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15* 20* 30% 40* 50* 60* 70* 80* 90* 95* 98% 99* 99.5* 99.9%
14200 5100 2820 1950 1530 1040 756 580 462 367 282 179 113 41 17 9.5 5.7
26
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ARKANSAS RIVER BASIN
07146500 ARKANSAS RIVER AT ARKANSAS CITY, KS--Continued
STREAMFLOW REGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1943-76
MONTHMAXIMUM MINIMUM (CFS) (CFS)
STAN DARD COEFFI- PERCENT
DEVIA- CIENT OF OF MEAN TION VARI- ANNUAL (CFS) (CFS) ATION RUNOFF
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYJUNEJULYAUGUSTSEPTEMBER
1890057803910367096601460014800159001300017200133007870
ANNUAL 5830
651291461272313774393342481906732
463
2240 33101430 12901150 8351130 7491490 16202220 26202850 34103290 33903580 34503090 39101770 24401970 1950
2190 1280
1.50.900.730.661.11.2 1.2 1.0 0.961.31.4 0.99
0.58
8.55.54.44.35.78.5
10.912.613.611.86.87.5
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1944-76
PERIOD(CON SECUTIVEDAYS)
137
14306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN PERCENT
250%
3193393724054836457818521070
520%
145153163178214288366415507
1010%
869095105127169218255317
205%
5355576578
102132161205
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 34 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
520%
10 10%
254%
502%
1001%
22100 41900 57000
STATION SKEW = -0.368
77600 93700 110000
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1943-76
PERIOD (CONSECUTIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR RECURRENCE INTERVAL, IN EXCEEDANCE PROBABILITY,
250%
2110017100121008350601043303650
520%
398003230023100163001180085706910
1010%
5380043500314002250016600122009550
254%
72600581004270031300237001770013400
INDICATED YEARS, AND IN PERCENT
502%
87100690005160038400297002250016600
1001%
102000798006080045900363002790020100
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1943-76
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
22000 8210 4450 3110 2460 1740 1330 1070 858 666 509 343 228 117 74 45 27
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ARKANSAS RIVER BASIN
07148350 SALT FORK ARKANSAS RIVER NEAR WINCHESTER, OK
LOCATION.--Lat 36 0 57'45", long 98°46'55", in NE 1/4 SE 1/4 sec.26, T.29 N., R.15 W., Woods County, Hydrologic Unit 11060002, near left bank on downstream side of pier of county road bridge, 1 ml northeast of Winchester, 2.5 ml upstream from Greenwood Creek, 4.9 ml downstream from Yellowstone Creek, 5 ml downstream from Kansas-Oklahoma State Line, 19 ml northwest of Alva, and at mile 156.2.
DRAINAGE AREA.--856 ml 2 .
PERIOD OF RECORD,--October 1959 to current year. Monthly discharge only for some periods, published In WSP 1731.
STREAMFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1960-84
MONTHMAXIMUM MINIMUM
(CFS) (CFS)
STAN DARD
DEVIA- MEAN TION (CFS) (CFS)
COEFFI- PERCENT CIENT OF OF VARI- ANNUAL ATION RUNOFF
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAY3UNE3ULYAUGUSTSEPTEMBER
ANNUAL
56916511085
2081170818586
1030507560547
0.040.060.051.5
1110123.91.70.000.050.02
244 13
7845343652
112110145183737675
85
15747252340
228161154227123136139
54
2.01.00.750.640.772.01.51.11.21.71.81.9
D.64
7.74.43.33.55.111.010.814.217.97.27.57.3
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1961-84
PERIOD (CON-SFTII-OC.I-U
TIVEDAYS)
13714306090
120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN PERCENT
250%
D.OO0.000.110.190.552.36.21020
520%
0.000.000.000.000.050.321.12.05.9
1010%
0.000.000.000.000.000.110.380.732.9
205%
0.000.000.000.000.000.040.150.291.5
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 25 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
520%
1010%
254%
502%
1001%
7770 19500 30700 48900
OKLAHOMA WEIGHTED SKEW = -0.250
65400 84400
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1960-84
PERIOD (CONSECUTIVEDAYS)
13715306090
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
34101740935561360228180
520%
7480359018501050666418316
1010%
10600490025301390881557412
254%
147416600340018101152742536
502%
178277790405021201350883628
1001%
2084889204680240415401030720
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1960-84
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
1140 250 137 97 73 50 37 27 17 7.6 1.4 0.24 0.01 0.00 0.00 0.00 0.00
30
DISCHARGE, IN CUBIC FEET PER SECOND
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ARKANSAS RIVER BASIN
07148*00 SALT FORK ARKANSAS RIVER NEAR ALVA, OK
LOCATION.--Lat 36 e *8'*5", long 98'38'50", in SW 1/* SW 1/* sec.18, T.27 N., R.13 W., Woods County, Hydrologlc Unit 11060002, at bridge on U.S. Highway 281, 1.0 mi northeast of Alva, 19 mi upstream from Medicine Lodge River, and at mile 126.0.
DRAINAGE AREA.--1,009 mi2 .
PERIOD OF RECORD.--April 190* to December 1905 (gage heights only), October 1937 to September 1951, monthly discharge only for some periods, published in WSP 1311, October 1979 to current year. Occasional low flow measurements water years 1952-54, 1977-79.
STREAMFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1939-51, 1980-8*
STAN DARD CDEFFI- PERCENT DEVIA- CIENT OF OF
fMONTH
OCTOBERNOVEMBERDECEMBER3ANUARYFEBRUARYMARCHAPRILMAY3UNEDULYAUGUSTSEPTEMBF.R
ANNUAL
1AXIMUM (CFS)
1220211951633272*775217501*20*23898801
*33
MINIMUM (CFS)
0.000.000.000.000.000.291.8
1035*.92.50.00
28
MEAN (CFS)
1375936*56886
2053233191*9110106
137
TION (CFS)
2966829387363
2*7*16397162213198
102
VARI ATION
2.21.20.800.8*1.10.731.21.31.21.11.91.9
0.7*
ANNUAL RUNOFF
8.33.62.22.7*.15.3
12.519.719.*9.16.76.5
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1939-51, 1981-8*
PERIOD(CON SECUTIVEDAYS)
1371*306090
120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN
250%
0.230.*30.630.882.79.9
1*1831
520%
0.000.000.000.000.000.8*1.8*.710
1010%
0.000.000.000.000.000.090.301.6*.5
PERCENT
205%
0.000.000.000.000.000.000.000.000.00
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 20 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 50%
520%
10 10%
25*%
50 2%
100 1%
11300 18100 22900 29*00 3*500 39800
OKLAHOMA WEIGHTED SKEW = -0.09*
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1939-51, 1980-8*
PERIOD (CONSECUTIVEDAYS)
13715306090
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
*28023701300767*95356278
520%
9100*990275016101020718539
1010%
130007200*01023701*90103075*
25*%
18*0010*805975358022*01*901070
502%
22760132307700*6802930190013*0
1001%
272601622096*0595037*023*01630
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1939-51, 1980-8*
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% *0% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
2160 *8* 229 1*8 107 69 *8 35 23 12 3.6 0.12 0.05 0.02 0.01 0.00 0.00
32
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ARKANSAS RIVER BASIN
07149500 SALT FORK ARKANSAS RIVER NEAR CHEROKEE, OK
LOCATION. Lat 36*49'06", long 98*19'08", in SW 1/4 NW 1/4 sec.18, T.27 N., R.10 W. f at site of abandoned Atchison, Topeka and Santa Fe Railway bridge, 0.7 mi downstream from Medicine Lodge River, 4.0 mi northeast of Cherokee, and at mile 106.3.
DRAINAGE AREA. 2,439 mi2 .
PERIOD OF RECORD.--October 1940 to September 1950.
STREAMFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1941-50
MONTHMAXIMUM MINIMUM (CFS) (CFS)
MEAN (CFS)
STAN DARD DEVIA TION (CFS)
COEFFI- PERCENT CIENT OF OF VARI- ANNUAL ATION RUNOFF
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYJUNE3ULYAUGUSTSEPTEMBER
ANNUAL
2680642247550
200077715903900277077418601990
0.006.0
50447110011847832.10.130.05
1120 155
465187149173346304690847603276342346
394
82219480
1455852216431150809274575638
290
1.81.00.540.841.70.730.931.41.30.991.71.8
0.74
9.84.03.13.77.36.414.617.912.85.87.27.3
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1942-50
PERIOD (CONSECUTIVEDAYS)
137
14306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN PERCENT
250%
0.000.000.000.143.8
234267144
520%
0.000.000.000.000.001.75.9
2052
1010%
0.000.000.000.000.000.001.79.5
27
205%
0.000.000.000.000.000.000.564.9
15
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 10 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 50%
5 20%
10 10%
254%
50 2%
100 1%
13600 23700 31600 42600
OKLAHOMA WEIGHTED SKEW = -0.092
51500 61100
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1941-50
PERIOD(CON SECUTIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, ANDEXCEEDANCE PROBABILITY,
250%
90406330396022501400990752
520%
167601200073804120265018201350
1010%
229001636099005640377025101830
254%
3150022430132307860560035402560
, IN PERCENT
502%
3860027250157609720729044303170
1001%
46100323001830011760930054203860
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1941-50
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
5900 1610 753 443 320 219 165 127 95 65 32 2.4 0.06 0.02 0.01 0.01 0.00
34
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ARKANSAS RIVER BASIN
07150500 SALT FORK ARKANSAS RIVER NEAR 3ET, OK
LOCATION.--Lat 36°45'11", long 98°07'44", in NE 1/4 NE 1/4 sec.11, T.26 N., R.9 W., Alfalfa County, Hydrologic Unit 11060004, near center of span on downstream side of county road bridge, 0.6 ml downstream from Great Salt Plains Dam, 4 ml upstream from Wagon Creek, 6 ml northeast of 3et, and at mile 102.7.
DRAINAGE AREA.--3,202 mi2 , of which 8 mi 2 is probably noncontrlbuting.
PERIOD OF RECORD.--October 1937 to current year.
REMARKS.--Flow regulated since June 1941 by Great Salt Plains Resevolr.
STREAMFLOW REGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1941-84
MONTHMAXIMUM MINIMUM (CFS) (CFS)
STAN DARD COEFFI- PERCENT DEVIA- CIENT OF OF
MEAN TION VARI- ANNUAL (CFS) (CFS) ATION RUNOFF
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYDUNEJULYAUGUSTSEPTEMBER
ANNUAL
29501470485582
25002720471043904330448022902180
3.10.411.20.940.780.381.55.23.75.75.62.9
1430 37
295242138140232361573790772431197242
368
594363125127392474830971986816415383
300
2.01.50.910.911.71.31.51.21.3 1.9 2.1 1.6
0.82
6.7 5.53.13.25.28.213.017.917.59.84.55.5
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1942-84
PERIOD(CON- 'iF'ni-on.i_u
TIVEDAYS)
137
14306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN PERCENT
250%
3.34.35.16.18.7
21324481
520%
0.680.951.41.72.64.97.09.8
20
1010%
0.190.360.640.861.42.22.94.08.3
205%
0.000.130.340.480.831.11.31.83.9
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 44 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 50%
520%
10 10%
254%
502%
100 1%
3340 6130 8130
STATION SKEW = -0.501
10700 12600 14500
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1941-84
PERIOD (CDN-CITfMI
TIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR RECURRENCE INTERVAL, IN EXCEEDANCE PROBABILITY,
250%
33903180269019301330855658
520%
6270592050803780267018301400
1010%
8110769066705120369026802030
254%
10200972085606840507039703000
INDICATED YEARS, AND IN PERCENT
502%
116001110098408100614050703820
1001%
1280012200110009300720063004700
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1941-84
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
4750 1640 825 554 413 269 182 119 67 27 12 4.7 2.2 1.1 0.62 0.26 0.03
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ARKANSAS RIVER BASIN
07151000 SALT FORK ARKANSAS RIVER AT TONKAWA, OK
LOCATION.--Lat 36°40'13", long 97°18'33", in NW 1/4 SE 1/4 sec.4, T.25 N., R.1 W., Kay County, Hydrologic Unit 11060004, near right bank on downstream side of pier of bridge on U.S. Highway 77 In Tonkawa, 4 mi downstream from Thompson Creek, 7.8 mi upstream from Chikaskia River, and at mile 33.8.
DRAINAGE AREA.--4,528 mi2 , of which 8 mi 2 is probably noncontributing.
PERIOD OF RECORD.--September 1903 to October 1905 (gage heights only), October 1935 to current year. Monthly discharge only for some periods, published as Arkansas River (Salt Fork) near Tonkawa 1903-4 and as "near Tonkawa" 1905.
REMARKS.--Flow regulated since Dune 1941 by Great Salt Plains Reservoir.
STREAMFLOW REGULATED
MONTH
MONTHLY AND ANNUAL MEAN DISCHARGES 1941-84
STAN DARD COEFFI- PERCENT
DEVIA- CIENT OF OF MEAN TION VARI- ANNUAL (CFS) (CFS) ATION RUNOFF
MAXIMUM MINIMUM (CFS) (CFS)
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYDUNEDULYAUGUSTSEPTEMBER
ANNUAL
869044301810146051706190792070707540882037503450
0.644.83.67.5
1111148.87.95.75.50.00
2340 96
688571265254424762118014601360809410549
728
155098633129682511601640164016601460687694
571
2.31.7 1.2 1.2 1.9 1.5 1.41.11.2 1.8 1.7 1.3
0.78
7.96.53.02.94.98.713.516.715.69.34.76.3
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1942-84
PERIOD(CON SECUTIVEDAYS)
137
14306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEOANCE PROBABILITY, IN PERCENT
250%
3234374351
102113131191
520%
101112141729354460
1010%
4.24.65.36.18.2
11162230
205%
1.51.72.12.43.74.18.0
1217
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 44 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 50%
520%
10 10%
254%
50 2%
1001%
11300 21900 30800
STATION SKEW = -0.772
44100 55500 68300
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1941-84
PERIOD(CON SECUTIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR RECURRENCE INTERVAL, INEXCEEDANCE PROBABILITY,
250%
10600852060904010264017101320
520%
1990016500115007650520035202690
1010%
26100220001520010300726050803870
254%
335002900019800138001020074705670
INDICATED YEARS, ANDIN PERCENT
502%
385003400023100164001260095407230
1001%
4310038800262001900015100119008960
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1941-84
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
9550 3310 1620 1000 722 434 294 194 128 79 50 26 14 5.5 2.9 0.77 0.03
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ARKANSAS RIVER BASIN
07152000 CHIKASKIA RIVER NEAR BLACKWELL, OK
LOCATION.--Lat 36°48'41", long 97*16'41", In NE 1/4 NW 1/4 sec.23, T.27 N., R.1 W., Kay County, Hydrologic Unit 11060005, near left bank on downstream side of State Highway 11 bridge at northeast edge of Blackwell, 0.2 ml downstream from Bitter Creek, and at mile 28.2.
DRAINAGE AREA.--1,859 ml 2 .
PERIOD OF RECORD.--October 1935 to current year. Monthly discharge only for some periods, published In WSP 1311.
REMARKS.--Some regulation at low flow by Lake Blackwell. Small diversion made from reservoir for municipal supply of city of Blackwell.
STREAMFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1937-84
MONTH
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAY3UNE3ULYAUGUSTSEPTEMBER
MAXIMUM(CFS)
524044901650166037304560475049105090513024303400
MINIMUM(CFS)
0.901.11.34.410312927266.20.630.64
MEAN(CFS)
443372195190299550779952976463301424
STAN DARD
DEVIATION(CFS)
988751266266555869109010901160843511652
COEFFICIENT OFVARIATION
2.22.01.41.41.91.61.41.11.21.81.71.5
PERCENTOF
ANNUALRUNOFF
7.56.33.33.25.09.313.116.016.47.85.17.1
ANNUAL 1450 71 495 336 0.68 100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1937-84
PERIOD (CONSECUTIVEDAYS)
137
14306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN PERCENT
250%
7.18.1
1016255180
101150
520%
1.51.72.23.86.013243247
1010%
0.560.600.841.62.65.2
111522
205%
0.120.120.320.751.22.25.06.9
11
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 49 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
520%
10 10%
254%
50 2%
100 1%
17300 36300 53800 82400
OKLAHOMA WEIGHTED SKEW = 0.100
109000 140000
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1937-84
PERIOD (CON SECUTIVE DAYS)
DISCHARGE RECURRENCE EXCEEDANCE
2 5 50% 20%
, IN CFS, FOR INTERVAL, IN PROBABILITY,
10 25 10% 4%
INDICATED YEARS, AND IN PERCENT
50 100 2% 1%
14500 29400 41400 58200 71700 8580037
15306090
92605460318020101290994
18900107006130395025801940
26600144008210538035702670
375001930010800723049403670
462002300012700860060104460
554002650014400994071005260
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1937-84
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
8020 1790 753 451 342 221 161 121 90 66 41 17 5.6 1.6 0.90 0.53 0.08
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ARKANSAS RIVER BASIN
07152500 ARKANSAS RIVER AT RALSTON, OK
LOCATION.--Lat 36°30'09", long 96 e*3 l 22", in NW 1/* sec.1, T.23 N., R.5 E., Osage County, Hydrologic Unit 11060006, near left bank on downstream side of pier of bridge on State Highway 18 at Ralston, 2 ml downstream from Salt Creek, 2 mi upstream from Grayhorse Creek, and at mile 59*.0.
DRAINAGE AREA.--5*,*65 mi 2 , of which 7,615 mi 2 Is probably noncontrlbutlng.
PERIOD OF RECORD.--October 1925 to current year. Monthly discharge only for some periods, published In WSP 1311. Gage-height records collected In this vicinity since 1922 are contained in reports of National Weather Service.
REMARKS.--Some regulation since 19*1 by Great Salt Plains Lake? flow regulated since April 1976 by Kaw Lake.
STREAMFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1926-75
MONTH
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYOUNEOULYAUGUSTSEPTEMBER
MAXIMUM(CFS)
*3*002250012900113002500039800350003330039300*77002570016*00
MINIMUM(CFS)
371231*6156233357*01*05*262188837
MEAN(CFS)
*830352023*022502710*30069808*908830599036303990
STAN DARD
DEVIATION(CFS)
8220*9602*002310387063*089*08**08290812052503880
COEFFICIENT OFVARIATION
1.71.*1.01.01.*1.51.30.990.9*1.*1.*0.97
PERCENTOF
ANNUALRUNOFF
8.36.1*.o3.9*.77.*
12.11*.715.310.*6.36.9
ANNUAL 12800 776 *830 3210 0.67 100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1927-75
PERIOD(CON SECUTIVEDAYS)
1371*306090120183
DISCHARGE, IN CFS,RECURRENCE INTERVAL
FOR INDICATED, IN YEARS
NON-EXCEEDANCE PROBABILITY, IN
2 550% 20%
*66 188*89 198530 212597 237712 282973 39*1180 50913*0 59918*0 776
1010%
10811312113315922730*367*68
, ANDPERCENT
205%
656872799*138190236299
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 53 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
520%
10 10%
25*%
50 2%
100 1%
56900 110000 152000 211000 259000 310000
WATER RESOURCES COUNCIL WEIGHTED SKEW = -0.272
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1926-75
PERIOD (CONSECUTIVEDAYS)
137
15306D90
DISCHARGE, IN CFS, FOR RECURRENCE INTERVAL, IN EXCEEDANCE PROBABILITY,
250%
52900*5*0032100211001*900103008270
520%
10200090*0062800*11002910020*001600D
1010%
1390001250008610056200*0*002860022300
25*%
1900001700001180007680056300*060031300
INDICATED YEARS, AND IN PERCENT
502%
23000020600D1*200092700691005060038800
1001%
2700002*10001660001090008250061*00*6800
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1926-75
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% *0% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
52000 19*00 10500 7150 5*20 3590 2550 1950 1*70 1070 7*7 *70 303 177 112 70 22
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07153000 BLACK BEAR CREEK AT PAWNEE, OK
LOCATION.--Lat 36 0 20'37", long 96 047'57", on east line of SE 1/4 NE 1/4 sec.31, T.22 N., R.5 E., Pawnee County, Hydrologic Unit 11060006, on downstream side of left pier of bridge on State Highway 18 In north Pawnee, 300 ft downstream from Skedee Creek, and at mile 23.4.
DRAINAGE AREA.--576 ml 2 .
PERIOD OF RECORD.--Duly 1944 to current year.
REMARKS.--Flow regulated since 1968 by numerous floodwater-retardlng structures.
STREAMFLW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1945-67
STAN DARD COEFFI- PERCENT DEVIA- CIENT OF OF
*MONTH
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAY3UNE3ULYAUGUSTSEPTEMBER
ANNUAL
1AXIMUM (CFS)
26405845231744304541290214021809324261350
492
MINIMUM (CFS)
0.000.000.020.371.30.901.12.34.70.300.000.00
23
MEAN (CFS)
2206544264983
20241333226173
191
164
TION (CFS)
57213811245100124391569476273116353
137
VARI ATION
2.62.12.51.72.11.51.91.41.41.01.61.8
0.83
ANNUAL RUNOFF
11.23.32.31.32.54.210.321.116.913.33.79.8
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1946-67
PERIOD(CON SECUTIVEDAYS)
137
14306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN PERCENT
250%
0.800.850.921.21.83.65.07.1
16
520%
0.000.000.060.090.140.300.621.52.3
1010%
0.000.000.000.000.000.010.130.560.75
205%
0.000.000.000.000.000.000.000.090.28
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 25 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 50%
520%
10 10%
254%
502%
1001%
5520 10200 14500 21400
OKLAHOMA WEIGHTED SKEW = 0.388
27900 35700
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1945-67
PERIOD (CONSECUTIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
4540349020001140700419336
520%
88506700387022301340847692
1010%
1300095905540317018801220998
254%
204001420082204610269018101460
502%
2770018400106705870339023201860
1001%
3680023400135507300420029202300
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1945-67
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
3430 729 192 91 57 27 15 8.7 5.3 3.4 1.8 0.47 0.09 0.04 0.02 0.01 0.00
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ARKANSAS RIVER BASIN
07153100 RANCH CREEK AT CLEVELAND DAM, NEAR CLEVELAND, OK
LOCATION.--Lat 36°17'00", long 96"34 I 35" in SW 1/4 NE 1/4 sec.20 T.21 N., R.7 E., on intake at Cleveland Dam on Ranch Creek, 0.3 mi upstream from Carpenter Creek, 0.5 mi upstream from Turkey Creek, and 6.5 mi southwest of Cleveland.
DRAINAGE AREA.--21.9 mi 2 .
PERIOD OF RECORD.--November 1944 to September 1963. Monthly discharge only for .some periods, published in WSP 1731.
REMARKS.--Flow regulated since 1944 by Cleveland Resevoir.
STREAMFLOW REGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1946-63
MONTH
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYJUNEJULYAUGUSTSEPTEMBER
ANNUAL
MAXIMUM(CFS)
20551239.1
175472
21572541782
32
MINIMUM(CFS)
0.000.000.000.000.000.000.000.000.010.000.000.00
0.08
MEAN(CFS)
143.32.01.63.28.09.3
3014112.06.9
8.9
STAN DARD
DEVIATION(CFS)
48125.52.95.3
15185220175.5
20
9.6
COEFFICIENT OFVARIATION
3.43.62.81.81.71.81.91.71.41.52.72.9
1.1
PERCENT OF
ANNUALRUNOFF
13.03.11.91.53.07.58.7
28.613.610.81.96.5
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1946-63
PERIOD(CON SECUTIVEDAYS)
13714306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN
250%
0.000.000.000.000.000.000.000.000.00
520%
0.000.000.000.000.000.000.000.000.00
1010%
0.000.000.000.000.000.000.000.000.00
PERCENT
205%
0.000.000.000.000.000.000.000.000.00
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 19 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
520%
10 10%
254%
50 2%
1001%
1530 4800 8640
STATION SKEW = -1.510
16000 23800 33900
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1946-63
PERIOD (CONSECUTIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR RECURRENCE INTERVAL, IN EXCEEDANCE PROBABILITY,
250%
56523611766402521
520%
1450594300165986248
1010%
21008714472391378764
254%
2860122064033118311380
INDICATED YEARS, AND IN PERCENT
502%
3350147078139421112989
1001%
3770170091445123514295
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1946-63
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%1%
211 22 5.5 2.0 0.78 0.1D O.D8 0.07 0.06 0.04 0.03 0.01 D.01 0.00 0.00 0.00 0,00
46
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ARKANSAS RIVER BASIN
07154500 CIMARRON RIVER NEAR KENTON, OK
LOCATION.--Lat 36*55'36", long 102*57'31", in SE 1/4 sec. 4, T.5 N., R.1 E., Cimarron County, Hydrologic Unit 11040001, near right bank on downstream side of pier of county road bridge, 1.5 mi upstream from North Carrizo Creek, 1.7 mi northeast of Kenton, 2.2 mi downstream from Carrizozo Creek, and at mile 594.0.
DRAINAGE AREA.--1,106 mi2 , of which 68 mi 2 is probably noncontributing.
PERIOD OF RECORD.--Apr11 1904 to 3uly 1905 (gage heights only), October 1950 to current year.
REMARKS. Extensive diversions for irrigation above station.
STREAMFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1951-84
MONTHMAXIMUM MINIMUM (CFS) (CFS)
STAN DARD
DEVIA- MEAN TION (CFS) (CFS)
COEFFI- PERCENT CIENT OF OF VARI- ANNUAL ATION RUNOFF
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAY3UNEDULYAUGUSTSEPTEMBER
334129.66.76.84.4
116525514204406235
ANNUAL 95
0.000.000.000.000.030.010.000.030.000.340.000.00
1.3
142.12.22.01.91.67.0
4042406533
21
592.52.01.71.61.1
2211899479362
22
4.21.20.940.660.830.683.12.92.31.21.41.9
1.0
5.60.90.90.80.70.62.815.916.815.826.013.2
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1952-84
PERIOD(CON SECUTIVEDAYS)
137
14306090
120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN PERCENT
250%
0.000.000.000.000.010.360.610.981.2
520%
0.000.000.000.000.000.000.080.170.30
1010%
0.000.000.000.000.000.000.000.010.13
205%
0.000.000.000.000.000.000.000.000.06
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 34 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
50% 20% 10% 4% 2% 1%
5830 15800 25200 40000 52900 67200
OKLAHOMA WEIGHTED SKEW = -0.447
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1951-84
PERIOD (CONSECUTIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR RECURRENCE INTERVAL, IN EXCEEDANCE PROBABILITY,
250%
14106623421811036546
520%
38601720859445245149108
1010%
606026001280662366220162
254%
932038301850959542321244
INDICATED YEARS, AND IN PERCENT
502%
12000478022701190684402313
1001%
14700571026801410832486387
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1951-84
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%1%
394 31 9.8 5.2 3.9 2.6 1.8 1.2 0.59 0.17 0.01 0.00 0.00 0.00 0.00 0.00 0.00
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1956-1
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ARKANSAS RIVER BASIN
07155000 CIMARRON RIVER ABOVE UTE CREEK NEAR BOISE CITY, OK
LOCATION.--Lat 36"55'00", Long 102°36'00", in SE 1/4 sec.10, T.5 N., R.4 E., on right bank 1,000 ft downstream from Kohler's dam, 1 ml upstream from Cold Springs Creek, 5.5 ml upstream from Ute Creek, 14 ml northwest of Boise City, and at mile 560.0.
DRAINAGE AREA.--1,955 mi 2 , of which 76 ml 2 Is probably noncontrlbutlng.
PERIOD OF RECORD.--May 1905 to August 1907 (published as "near Garrett"), October 1942 to September 1954.
REMARKS.--Records Include water diverted at Kohler's dam 1,000 ft above gage for sluicing of canal, from which thewater returns to stream Just below the gage control, and for Irrigation of about 650 acres below station, from which the return flow enters stream 8.3 miles below gage. Diversions for irrigation of about 8,600 acres above station.
STREAMFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1943-54 MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1944-54
MONTHMAXIMUM MINIMUM (CFS) (CFS)
STAN DARD
DEVIA- MEAN TION (CFS) (CFS)
COEFFI- PERCENT CIENT OF OF VARI- ANNUAL ATION RUNOFF
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYOUNEJULYAUGUSTSEPTEMBER
ANNUAL
114555447383766268247296423197
83
0.000.000.000.000.000.000.000.000.008.25.40.00
11
129.0
1110
7.56729116931
41
3316171510111982869813458
19
2.71.71.51.51.21.22.41.51.21.10.791.9
0.48
2.5 1.9 2.22.11.71.81.6
11.614.818.734.86.3
100
PERIOD (CONSECUTIVEDAYS)
13714306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCHEDANCf: PROBABILITY, IN PERCENT
250%
0.000.000.000.000.000.001.61.93.2
520%
0.000.000.000.000.000.000.000.000.07
1010%
0.000.000.000.000.000.000.000.000.00
205%
0.000.000.000.000.000.000.000.000.00
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 14 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
520%
10 10%
254%
502%
100 1%
8600 16000 21800 30100
OKLAHOMA WEIGHTED SKEW = -0.206
36800 43900
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1943-54
PERIOD (CON-SFCU-TIVEDAYS)
13715306090
DISCHARGE, IN CFS, FOR RECURRENCE INTERVAL, IN EXCEEDANCE PROBABILITY,
250%
26401270644344204145117
520%
463020001070575360250195
1010%
607024601390743485328249
254%
794030101800970667437316
INDICATED YEARS, AND IN PERCENT
502%
9360338021301150822525365
1001%
10800373024701330992617413
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1943-54
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
675 114 57 35 21 9.8 4.8 2.1 0.12 0.08 0.05 0.03 0.01 0.00 0.00 0.00 0.00
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Fig
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15. D
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ARKANSAS RIVER BASIN
07156900 CIMARRON RIVER NEAR FORGAN, KS
LOCATION.--Lat 37°00'45", long 100°29'30", In SE 1/4 SE 1/4 sec.8, T.35 S., R.24 E., Mead County, Kans., Hydrologic Unit 11040006, near center of span on downstream side of pier of bridge on Kansas State Highway 23, 0.8 ml north of Oklahoma-Kansas State Line, 7.8 ml north of Forgan, and at mile 35.7.
DRAINAGE AREA.--8,536 ml2 , of which 4,316 ml 2 Is probably noncontributlng.
PERIOD OF RECORD.--October 1965 to current year.
REMARKS.--Extensive diversion for Irrigation above station.
STREAMFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1966-84
MONTHMAXIMUM MINIMUM (CFS) (CFS)
STAN DARD
DEVIA- MEAN TION (CFS) (CFS)
COEFFI- PERCENT CIENT OF OF VARI- ANNUAL ATION RUNOFF
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYJUNEJULYAUGUSTSEPTEMBER
ANNUAL
751114102110167111376476364211208210
145
333836404649454532231926
40
946567667168899881606762
74
1602019172714729775444851
26
1.70.310.280.260.380.210.810.990.920.740.710.82
0.36
10.67.37.67.48.07.7
10.011.09.16.77.56.9
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1967-84
PERIOD(CONSECUTIVEDAYS)
137
14306090120183
DISCHARGE, IN CFS,RECURRENCE INTERVAL
FOR INDICATED, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN PERCENT
2 550% 20%
24 1925 2028 2230 2436 2741 3145 3447 3653 41
1010%
181820212327293136
205%
161718192023252732
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 20 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 50%
520%
10 10%
254%
50 2%
100 1%
2250 6530 11600 21900 33300 48800
WATER RESOURCES COUNCIL WEIGHTED SKEW = 0.188
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1966-84
PERIOD (CONSECUTIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR RECURRENCE INTERVAL, IN EXCEEDANCE PROBABILITY,
250%
75944127218113710696
520%
23201300714415271186153
1010%
429024201270690412262205
254%
8420493024801250677396289
INDICATED YEARS, AND IN PERCENT
502%
13200802039501900958529369
1001%
1990012700612028401330699465
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1966-84
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
382 120 96 87 79 70 64 58 52 47 40 33 28 23 21 19 16
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Fig
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16. D
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ARKANSAS RIVER BASIN
07157000 CIMARRON RIVER NEAR MOCANE, OK
LOCATION.--Lat 36°59', long 100°19', In SW 1/4 NW 1/4 sec.24, T.6.N., R.25 E., near right bank on downstream side of pier of bridge on county road, 6.5 mi northeast of Mocane, 14.7 ml upstream from Crooked Creek, and at mile 364.1.
DRAINAGE AREA.--8,670 ml 2 , of which 4.365 ml 2 Is probably noncontrlbutlng.
PERIOD OF RECORD.--October 1942 to September 1965 (discontinued).
REMARKS.--Extensive diversions for Irrigation above station.
STREAMFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1943-65
STAN DARD COEFFI- PERCENT DEVIA- CIENT OF OF
fMONTH
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYJUNEOULYAUGUSTSEPTEMBER
ANNUAL
1AXIMUM (CFS)
3691701271051471142531100795592466202
202
MINIMUM (CFS)
354842325453523927152115
57
MEAN (CFS)
8478757783778518715610712376
101
TION (CFS)
7031191623154629019512611957
45
VARI ATION
0.840.400.260.210.280.200.541.51.21.20.970.75
0.44
ANNUAL RUNOFF
7.06.46.26.46.96.47.115.512.98.910.26.3
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1944-65
PERIOD(CON SECUTIVEDAYS)
137
14306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN
250%
111518233037455162
520%
5.97.29.1131725323847
1010%
2.73.76.08.8
1220273240
PERCENT
205%
0.01.14.06.48.9
17232736
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 24 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 50%
520%
10 10%
254%
50 2%
1001%
5210 11800 18600 30900 43300 59200
WATER RESOURCES COUNCIL WEIGHTED SKEW = 0.301
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1943-65
PERIOD (CONSECUTIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
1640904558351243180149
520%
456023901390808510344271
1010%
8050413023301310786501385
254%
152007590416022801290773578
502%
23200114006170333018201040765
1001%
34200166008890475025101380996
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1943-65
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
848 226 145 109 100 83 72 64 55 47 38 27 20 12 8.7 6.3 2.1
54
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17. D
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965 (
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ARKANSAS RIVER BASIN
07157950 CIMARRON RIVER NEAR BUFFALO, OK
LOCATION.--Lat 36°51'07", long 99°18'54", in SE 1/4 NE 1/4 sec.2, T.27 N., R.20 W., Harper County, Hydrologic Unit 11050001, near left bank on downstream side of pier of U.S. Highway 64, 0.5 mi downstream from Keno Creek, 17.0 mi northeast of Buffalo, and at mile 289.1.
DRAINAGE AREA.--12,004 mi 2 , of which 4,813 mi 2 Is probably noncontributlng.
PERIOD OF RECORD.--May 1960 to current year.
STREAMFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1961-84
MONTH
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYJUNEJULYAUGUSTSEPTEMBER
ANNUAL
MAXIMUM(CFS)
7884822701552161850130083212304614761100
430
MINIMUM(CFS)
0.000.478.6
3140278.76.06.70.210.000.00
41
MEAN(CFS)
10394899412419516120625710099157
140
STAN DARD
DEVIATION(CFS)
18798583843358262228296133120263
81
COEFFI CIENT OFVARIATION
1.81.00.650.400.351.81.61.11.21.31.21.7
0.58
PERCENT OF
ANNUALRUNOFF
6.15.65.35.67.411.69.612.315.35.95.99.3
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1962-84
PERIOD(CON- cppij.OLV-U
TIVEDAYS)
137
14306090120183
DISCHARGERECURRENCE
, IN CFS,INTERVAL,
FOR INDICATEDIN YEARS
NON-EXCEEDANCE PROBABILITY, IN
250%
0.000.000.000.001.06.3
2127
520%
0.000.000.000.000.000.693.26.2
54 18
1010%
0.000.000.000.000.000.140.932.48.7
, ANDPERCENT
205%
0.000.000.000.000.000.010.281.04.5
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 25 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
5 20%
1010%
254%
502%
100 1%
4130 9120 13400 19800 25200 31100
WATER RESOURCES COUNCIL WEIGHTED SKEW = -0.312
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1961-84
PERIOD (CONSECUTIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
262017801090688471320265
520%
5300349021401310855538430
1010%
73204780300018501200734568
254%
999065004240270017701060777
502%
1200078105270347023001360962
1001%
14000913063804370295017301170
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1961-84
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
1740 459 254 195 154 116 85 61 40 22 6.9 0.01 0.00 0.00 0.00 0.00 0.00
56
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1
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Du
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n h
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ARKANSAS RIVER BASIN
07157960 BUFFALO CREEK NEAR LOVEDALE, OK
LOCATION.--Lat 36°46'08", long 99°21'58", In NW 1/4 NW 1/4 sec.4, T.26 N., R.20 W., Harper County, Hydrologlc Unit 11050001, near center of channel on downstream side of pier of bridge on State Highway 34, 1.2 ml east of Lovedale, 1.3 ml upstream from Sleeping Bear Creek, and at mile 7.6.
DRAINAGE AREA.--408 ml 2 .
PERIOD OF RECORD.--August 1966 to current year.
STREAMFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1967-84
MONTH
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYJUNEJULYAUGUSTSEPTEMBER
MAXIMUM(CFS)
8121351212W371492990
144138
MINIMUM(CFS)
0.000.000.000.000.870.400.240.000.000.000.000.00
MEAN(CFS)
6.93.83.52.93.5
1011308.97.1
1711
STAN DARD
DEVIATION(CFS)
196.08.23.43.1
1313438.2
213832
COEFFICIENT OFVARIATION
2.81.62.31.20.881.21.11.40.912.92.33.0
PERCENTOF
ANNUALRUNOFF
6.03.33.02.53.08.89.7
25.87.86.2
14.39.5
ANNUAL 35 0.78 9.6 8.5 0.88 100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1968-84
PERIOD(CON SECUTIVEDAYS)
137
14306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN
250%
0.000.000.000.000.000.000.220.400.89
520%
0.000.000.000.000.000.000.000.070.18
1010%
O.OD0.000.000.000.000.000.000.020.06
PERCENT
205%
0.000.000.000.000.000.000.000.000.00
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 19 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
520%
10 10%
254%
50 2%
1001%
1010 3980 8000 16600
OKLAHOMA WEIGHTED SKEW = -0.106
26500 40200
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1967-84
PERIOD (CONSECUTIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR RECURRENCE INTERVAL, IN EXCEEDANCE PROBABILITY,
250%
3391859757392519
520%
1240578279153965744
1010%
234010104742561528565
254%
4480179082344124512795
INDICATED YEARS, AND IN PERCENT
502%
671025601170625331161119
1001%
955034901590856432198145
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1967-84
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%1%
148 24 13 8.8 6.1 3.0 1.9 1.3 0.71 0.19 0.01 0.00 0.00 0.00 0.00 0.00 0.00
58
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ARKANSAS RIVER BASIN
07158000 CIMARRON RIVER NEAR WAYNOKA, OK
LOCATION.--Lat 36°31'02", long 98°52'45", In NW 1/4 NE 1/4 sec.35, T.24 N., R.16 W., Woods County, Hydrologlc Unit 11050001, near left bank on downstream side of bridge on U.S. State Highway 281, 4 ml south of Waynoka, and at mile 247.0.
DRAINAGE AREA.--13,334 ml2 , of which 4,830 ml 2 Is probably noncontrlbutlng.
PERIOD OF RECORD.--September 1903 to December 1905 (gage heights and discharge measurements only), October 1937 to current year. Monthly discharge only for some periods, published In WSP 1311.
REMARKS.-- Extensive diversions for Irrigation above station.
STREAMFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1938-84
MONTH
OCTOBERNOVEMBERDECEMBER3ANUARYFEBRUARYMARCHAPKILMAYJUNEDULYAUGUSTSEPTEMBER
ANNUAL
MAXIMUM(CFS)
264058749329010102200294056703670383025101480
1080
MINIMUM(CFS)
0.000.002.02.7
30136.0
110.600.010.000.00
47
MEAN(CFS)
242123110121179229389881674385254288
323
STAN DARD
DEVIATION(CFS)
4851378971
1623205791360874659408402
258
COEFFI CIENT OFVARIATION
2.01.10.810.590.901.41.51.51.31.71.61.4
0.80
PERCENT OF
ANNUALRUNOFF
6.33.22.83.14.65.9
10.022.717.49.96.67.4
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1939-84
PERIOD(CON SECUTIVEDAYS)
137
14306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN
250%
0.000.000.000.333.1
14324778
520%
0.000.000.000.000.000.494.09.8
24
1010%
0.000.000.000.000.000.000.873.5
12
PERCENT
205%
0.000.000.000.000.000.000.171.36.5
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 47 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
520%
1010%
254%
50 2%
1001%
19000 35000 48400 68800 86600 107000
WATER RESOURCES COUNCIL WEIGHTED SKEW = 0.083
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1938-84
PERIOD (CONSECUTIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
93505250286017201110718565
520%
185001080061003630233015501190
1010%
251001540091005460348024001810
254%
3340021900140008550541039502890
502%
39400271001850011500723055303970
1001%
45100327002380015100944075605330
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1938-84
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
0.005280 1110 525 348 254 170 121 83 54 29 9.0 0.31 0.01 0.00 0.00 0.00
60
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ARKANSAS RIVER BASIN
07158400 SALT CREEK NEAR OKEENE, OK
LOCATION.--Lat 36°06'11", long 98"11'36", in SW 1/4 sec.20, T.19 N., R.9 W., Kingfisher County, near left bank on downstream wingwall of county bridge, 2.2 mi downstream from Spring Creek, 7.0 mi east of Okeene, and at mile 2.2,
DRAINAGE AREA.--196 mi 2 .
PERIOD OF RECORD.--June 1961 to September 1967, December 1973 to September 1979 (discontinued).
STREAMFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1962-67, 1975-79
MONTH
OCTOBERNOVEMBERW.CLMHLHJANUARYmiRUARYMARCHAPRILMAYJUNEJULYAUGUSTSEPTEMBER
ANNUAL
MAXIMUM(CFS)
85373314112016875
478333894067
134
MINIMUM(CFS)
2.12.03.04.82.92.65.63.39.31.24.13.0
10
MEAN(CFS)
2484131420352510982201426
39
STAN DARD
DEVIATION(CFS)
31136
9.613335921131113251123
34
COEFFI CIENT OFVARIATION
1.31.60.750.961.61.70.851.21.41.30.810.90
0.88
PERCENT OF
ANNUALRUNOFF
5.118.02.72.94.47.65.4
23.417.74.23.15.5
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1963-67, 1975-79
PERIOD(CONSECU TIVEDAYS)
13714306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN PERCENT
250%
1.92.02.32.73.65.26.16.28.7
520%
0.590.640.761.01.93.43.83.74.8
1010%
0.270.290.360.551.32.62.93.03.9
205%
0.130.140.180.300.932.12.42.63.3
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 12 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 50%
520%
10 10%
254%
502%
1001%
4770 7690 9980 13300
OKLAHOMA WEIGHTED SKEW = 0.218
16100 191DO
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1962-67, 1975-79
PERIOD (CONSECUTIVEDAYS)
13715306090
DISCHARGE, IN CFS, FOR RECURRENCE INTERVAL, IN EXCEEDANCE PROBABILITY,
250%
215098750025715810377
520%
36101750866452305193144
1010%
473024001160625449270201
254%
632034301570902701388290
INDICATED YEARS, AND IN PERCENT
502%
7610436019201160953492367
1001%
90005450230014601270611456
DURATION TABLE DF DAILY MEAN FLOW FOR PERIOD OF RECORD 1962-67, 1975-79
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
758 98 41 27 20 13 10 8.1 6.8 5.5 4.3 2.7 1.8 1.2 0.76 0.41 0.15
62
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ARKANSAS RIVER BASIN
07159000 TURKEY CREEK NEAR DRUMMOND, OK
LOCATION.--Lat 36°19'05", long 98°00'03", In NE 1/4 NE 1/4 sec.12, T.21 N., R.8 W., Garfield County, near right bank on downstream side of pile bent of bridge on county road, 2.2 ml northeast of Drummond, 2.5 ml downstream from Clear Creek, and 9 mi southwest of Enid.
DRAINAGE AREA.--248 mi 2 .
PERIOD OF RECORD.--October 1947 to September 1970.
STREAMFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1948-70
STAN DARD COEFFI- PERCENT
DEVIA- CIENT OF OF MEAN TION VARI- ANNUAL (CFS) (CFS) ATION RUNOFF
MAXIMUM MINIMUM (CFS) (CFS)
OCTOBERNOVEMBLRDECEMBERJANUARYf LBRUARYMARCHAPIUlMAYJUNLJULYAUGUSTSEPTEMBER
ANNUAL
47536232
1133191362521030803415401188
179
0.000.030.100.140.360.030.090.301.60.000.000.00
3.9
42376.4
11221441150133574430
49
106978.0
25672971
2471971139750
51
2.62.7 1.3 2.3 3.1 2. 1 1.V 1.7 1.5 2.0 2.2 1.7
7.16.31.11.93.72.46.9
25.622.79.77.65.0
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OK RECORD 1949-70
PERIOD (CONSECUTIVEDAYS)
13714306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE [NTERVAL, IN YEARS, AND
NON-EXCtEDANCE PROBABILITY, IN PERCENT
250%
0.000.000.000.030.200.581.42.14.1
520%
0.000.000.000.000.000.100.260.440.86
1010%
0.000.000.000.000.000.020.040.150.35
205%
0.000.000.000.000.000.000.000.020.16
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 28 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 50%
520%
10 10%
254%
50 2%
100 1%
2640 7200 12200 21500
OKLAHOMA WEIGHTED SKEW = 0.024
30900 43000
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1948-70
PERIOD (CON-SFCUTIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR RECURRENCE INTERVAL, IN EXCFEDANCE PROBABILITY,
250%
1510106059632818911285
520%
347023701480821494309237
1010%
5180342022401250775506394
254%
77404860338018801205835661
INDICATED YEARS, AND IN PERCENT
502%
990059704310240015701140913
1001%
12200710053002950197014911210
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1948-70
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
1360 144 33 18 12 6.2 3.6 2.0 1.2 0.55 0.22 0.01 0.00 0.00 0.00 0.00 0.00
64
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Dura
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ARKANSAS RIVER BASIN
07159100 CIMARRON RIVER NEAR DOVER, OK
LOCATION.--Lat 35'57'06", long 97'54'51", in SW 1/4 NE 1/4 sec.14, T.17 N., R.7 W., Kingfisher County, Hydrologlc Unit 11050002, near right bank on downstream bridge on U.S. Highway 81, 1.0 ml downstream from Turkey Creek, 2.0 ml south of Dover, 2.5 ml upstream from Kingfisher Creek, and at mile 160.6.
DRAINAGE AREA.--15,713 ml 2 , of which 4,926 ml 2 Is probably noncontrlbutlng.
PERIOD OF RECORD.--October 1973 to current year.
STREAHFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1974-84
MONTHMAXIMUM MINIMUM (CFS) (CFS)
STAN DARD DEVIA-
MEAN TION (CFS) (CFS)
COEFFI- PERCENT CIENT OF OF VARI- ANNUAL ATION RUNOFF
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAY3UNEDULYAUGUSTSEPTEMBER
ANNUAL
31003380775559
13101970171058203800139011702000
1390
48507062767761
533207453014
325
509679224232386843702
27401410427344408
745
899106020716936675754216001210459422600
378
1.81.50.920.730.950.900.770.580.861.11.2 1.5
0.51
5.7 7.62.52.64.39.57.9
30.815.94.83.94.6
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1975-84
PERIOD(CONSECUTIVEDAYS)
13714306090120183
DISCHARGE, IN CFS,RECURRENCE INTERVAL
FOR, IN
NON-EXCEEDANCE PROBABILITY
2 550% 20%
27 1330 1433 1840 2448 3181 45
112 61129 72166 83
1010%
7.79.2
12172333435660
INDICATEDYEARS, AND, IN PERCENT
205%
4.96.08.6
131826334647
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 11 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
520%
10 10%
254%
502%
100 1%
28200 50800 67800 91100 110000 129000
WATER RESOURCES COUNCIL WEIGHTED SKEW = -0.269
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1974-84
PERIOD (CON-
TIVE DAYS)
DISCHARGE RECURRENCE EXCEEDANCE
2 550% 20%
, IN CFS, FOR INTERVAL, IN PROBABILITY,
10 2510% 4%
INDICATED YEARS, AND IN PERCENT
50 100 2% 1%
18400 29400 36900 46300 53200 6000037
15306090
1300077705230344022301690
21600119007800513032902510
27800147009280627040403070
359001800010900771050403800
423002030012000878058204350
487002260012900985066304910
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1974-84
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
9900 3090 1490 938 665 422 282 203 147 101 69 49 35 20 12 8.0
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Fig
ure
23. D
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n
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rog
rap
hs
of
dai
ly d
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arg
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r C
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ove
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98
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stre
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ow
un
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ula
ted
).
ARKANSAS RIVER BASIN
07160000 CIMARRON RIVER NEAR GUTHRIE, OK
LOCATION.--Lat 35 0 55'07", long 97°25'34", near center of east line of sec.29, T.17 N., R.2 W, Logan County, HydrologicUnit 11050002, on downstream side of second pier from left bank of State Highway 77 bridge, 1.6 mi downstream fromCottonwood Creek, 2.5 mi north of Guthrie, 6.1 mi upstream from Skeleton Creek, and at mile 122.4.
DRAINAGE AREA.--16,892 ml 2 , of which 4,926 mi 2 is probably noncontributing.
PERIOD OF RECORD.--October 1937-76, October 1983 to current year. Monthly discharge only for some periods, published in WSP's 1311 and 1731.
STREAMFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1938-76, 1984
MONTH
OCTOBERNOVEMBERDECEMBERJANUARYmiRUARYMARCHAPRILMAYJUNEJULYAUGUSTSF.PTtMBER
ANNUAL
MAXIMUM(CFS)
7030615096310602850632081801500011800422041003150
2860
MINIMUM(CFS)
0.790.701.46.4
22256763599.6
268.0
192
MEAN(CFS)
901556292294440686125022301880828529774
889
STAN DARD
DEVIATION(CFS)
155010302342425711090177030202160965760833
621
COEFFICIENT OFVARIATION
1.71.90.800.821.31.61.41.31.21.21.41.1
0.70
PERCENTOF
ANNUALRUNOFF
8.55.22.72.84.16.411.720.917.67.85.07.3
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1939-76, 1984
PERIOD (CONSECUTIVEDAYS)
137
14306090
120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN PERCENT
250%
2628324170
133172219299
520%
5.15.56.28.1
14304768
102
1010%
1.81.92.22.85.0
10192951
205%
0.710.750.851.11.83.47.5
1227
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 41 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 50%
520%
10 10%
254%
50 2%
100 1%
29200 56000 75500 101000 120000 139000
WATER RESOURCES COUNCIL WEIGHTED SKEW = -0.516
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1938-76, 1984
PERIOD (CON SECUTIVE DAYS)
DISCHARGE RECURRENCE EXCEEDANCE
2 5 50% 20%
, IN CFS, FOR INTERVAL, IN PROBABILITY,
10 25 10% 4%
INDICATED YEARS, AND IN PERCENT
50 100 2% 1%
21700 41500 55800 74400 88200 10200037
15306090
1500087205080324021201640
28800172009940630042303210
392002410013900888061004580
5300033800198001280090806700
63600417002470016100118008580
743005010030000198001490010700
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1938-76, 1984
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
13700 3320 1580 1040 751 486 344 255 189 132 86 37 13 2.8 0.91 0.63 0.45
68
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Fig
ure
24. D
ura
tion h
ydro
gra
ph
s o
f daily
dis
charg
e v
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for
Cim
arr
on R
iver
near
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rie,
Okl
ah
om
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ter
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19
39
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76
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84
(st
rea
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late
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ARKANSAS RIVER BASIN
07160500 SKELETON CREEK NEAR LOVELL, OK
LOCATION. --Lat 36°03'36", long 97°35'05", In NW 1/4 SW 1/4 sec.1, T.18 N., R.4 W., Logan County, Hydrologlc Unit 11050002, near right bank on downstream side of pier of bridge on State Highway 74, 2 ml upstream from Otter Creek, 2.8 ml east of Lovell, and at mile 14.6.
DRAINAGE AREA.--410 ml2 .
PERIOD OF RECORD.--October 1949 to current year.
STREAMFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1950-84
MONTHMAXIMUM MINIMUM (CFS) (CFS)
STAN DARD
DEVIA- MEAN T10N (CFS) (CFS)
COEFFI- PERCENT CIENT OF OF VARI- ANNUAL ATION RUNOFF
OCTOBERNOVEMBERDECEMBER3ANUARYFEBRUARYMARCHAPRILMAY3IJNE3ULYAUGUSTSEPTEMBER
ANNUAL
14701290142289667811490285013907394311050
0.401.32.13.23.82.62.84.78.40.343.40.40
434 17
136862929601069938021210352109
117
307229355713621213658630818793197
111
2.32.7 1.2 2.0 2.32.01.41.5 1.51.8 1.8 1.8
0.94
9.7 6.22.12.04.37.67.0
27.115.17.43.77.8
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1951-84
PERIOD(CON SECUTIVEDAYS)
137
14306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY,
250%
2.02.63.24.36.28.3
101219
520%
0.470.781.11.41.83.94.96.27.9
1010%
0.060.140.220.240.682.53.54.45.1
IN PERCENT
205%
0.000.000.000.000.251.72.63.43.7
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 36 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YhARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 50%
520%
10 10%
25 4%
50 2%
1001%
4950 13100 22200 39700
OKLAHOMA WEIGHTED SKEW = 0.214
58300 83100
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1950-84
PERIOD (CONSECUTIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND EXCL'EDANCE PROBABILITY, IN PERCENT
250%
400026301400775466291213
520%
94106250338018701090676489
1010%
1460095905160283016401020736
254%
234001490078904300247015401120
502%
3160019600102005540317020001450
1001%
4140024900128006880392024901830
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1950-84
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
2550 352 116 64 42 24 17 13 9.6 7.2 5,3 3.4 2.3 0.94 0.37 0.12 0.02
70
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104
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STAT
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NU
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AR
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AY
JUN
E
JULY
AU
G
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Fig
ure
25. D
ura
tion h
ydro
gra
phs
of
daily
d
isch
arg
e v
alu
es
for
Ske
leto
n C
reek
ne
ar
Love
ll,
Okl
ahom
a,
wa
ter
years
1
95
6-1
98
4 (
str
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flow
u
nre
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late
d).
ARKANSAS RIVER BASIN
07161000 CIMARRON RIVER AT PERKINS, OK
LOCATION.--Lat 35°57'32", long 97*01'49", in SW 1/4 SW 1/4 sec.7, T.17 N., R.3 E., Payne County, Hydrologic Unit11050003, near right bank at downstream side of bridge on U.S. Highway 177, 1.0 mi south of Perkins, 1.5 mi upstreamfrom Dugout Creek, 4.0 mi downstream from Wildhorse Creek, and at mile 87.3.
DRAINAGE AREA.--17,852 mi 2 of which 4,962 mi 2 is probably noncontributing.
PERIOD OF RECORD.--Dune 1939 to current year. Monthly discharge only for some periods, published in WSP 1311. Gage-height records collected at same site since 1927 are contained in reports of National Weather Service.
STREAMFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1940-84
MONTH
OCTOBERNOVEMBERDECEMBER3ANUARYFEBRUARYMARCHAPRILMAYDUNEDULYAUGUSTSEPTEMBER
ANNUAL
MAXIMUM(CFS)
11500112001740204041006990112001780014200525053104370
3610
MINIMUM(CFS)
4.12.23.57.9
26298291
162221923
235
MEAN(CFS)
1160791401377599912
1550331024801050604997
1190
STAN DARD
DEVIATION(CFS)
22201720392373841135022403960258011508931160
844
COEFFICIENT OFVARIATION
1.92.20.980.991.41.51.51.21.01.11.51.2
0.71
PERCENTOF
ANNUALRUNOFF
8.25.62.82.64.26.410.923.317.47.44.27.0
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1941-84
PERIOD(CON SECUTIVEDAYS)
13714306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY,
250%
51546175110187223265360
520%
16171924356281106143
1010%
7.48.19.3
111629405883
IN PERCENT
205%
3.74.14.65.57.913
'213452
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 57 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
5 20%
10 10%
254%
50 2%
1001%
30700 61000 84900 118000 145000 173000
WATER RESOURCES COUNCIL WEIGHTED SKEW = -0.348
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1940-84
PERIOD (CONSECUTIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YLARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
2740019700117007000453029702270
520%
52500384002320013900885058504420
1010%
702005250032500194001230082506190
254%
9220071400454002730017300118008780
502%
108000859005590033700214001480010900
1001%
1230001000006680040500258001810013300
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1940-84
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
17500 4580 2220 1430 1010 632 439 325 244 177 124 63 28 9.3 3.6 2.5 1.3
72
10s
F
CO
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50-P
ER
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AN
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80-P
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CE
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AN
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ILIT
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STAT
ION
NU
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071
6100
0
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y 103
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101
OC
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JAN
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AR
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AY
JUN
E
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A
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EP
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Fig
ure
2
6.
Du
ratio
n h
ydro
gra
phs
of
daily
d
isch
arg
e v
alu
es
for
Cim
arr
on
Riv
er
at
Perk
ins,
O
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ma
, w
ate
r ye
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1
94
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98
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tream
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ARKANSAS RIVER BASIN
07163000 COUNCIL CREEK NEAR STILLWATER, OK
LOCATION.--Lat 36*06'58", long 96*52'03", In NW 1/4 NE 1/4 sec.22, T.19 N., R.4 E., Payne County, Hydrologic Unit 11050003, on right bank downstream side of bridge on State Highway 51, 10.0 mi east of Stillwater, and at mile 10.0. Prior to Nov. 9, 1982, gage 200 ft upstream.
DRAINAGE AREA. 31 mi2 .
PERIOD OF RECORD.--March 1934 to current year.
STREAMFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1935-84
STAN DARD CDEFFI- PERCENT
DEVIA- CIENT OF OFf
MONTH
OCTOBERNOVEMBERDECEMBER3ANUARYFEBRUARYMARCHAPRILMAYOUNEOULYAUGUSTSEPTEMBER
ANNUAL
MAXIMUM (CFS)
42918618352778
15820296110129113
49
MINIMUM (CFS)
0.000.000.000.000.000.000.000.000.040.000.000.00
0.68
MEAN (CFS)
167.92.83.74.0111526199.35.5
10
11
TION (CFS)
63274.67.25.9
16253824211922
11
VARI ATION
3.93.41.62.01.51,51.71.51.32.33.42.2
1.0
ANNUAL RUNOFF
12.46.12.22.83.18.611.319.614.97.14.27.8
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1935-84
PERIOD (CONSECUTIVEDAYS)
13714306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABLLITY, IN PERCENT
250%
0.000.000.000.000.000.020.180.431.1
520%
0.000.000.000.000.000.000.000.030.16
1010%
0.000.000.000.000.000.000.000.000.03
205%
0.000.000.000.000.000.000.000.000.00
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 51 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 50%
520%
10 10%
254%
502%
1001%
1980 4460 7140 12200
OKLAHOMA WEIGHTED SKEW = 0.506
17600 24800
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1935-84
PERIOD (CONSECUTIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
EXCEEDANCE PROBABILITY, IN PERCENT
250%
52723311565412620
520%
1240561280157965945
1010%
20009124562491479067
254%
34001560780410233138101
502%
487022401110567311180130
1001%
6770311015507604032?8162
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1935-84
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
241 22 7.0 4.3 2.9 1.5 0.72 0.33 0.14 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00
74
01
o
o LJ to LJ a. LJ o
m o o o
(/) Q
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101
10°
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TT
20-P
ER
CE
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PR
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Y
50-P
ER
CE
NT
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AN
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Y
80-P
ER
CE
NT
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ED
AN
CE
PR
OB
AB
ILIT
Y
STA
TIO
N N
UM
BE
R 0
7163000
STR
EA
MFL
OW
UN
RE
GU
LATE
D
OC
T N
OV
D
EC
JAN
FE
B M
AR
APR
M
AY
JUN
E
JULY
A
UG
SE
PT
Fig
ure
27. D
ura
tio
n h
ydro
gra
ph
s o
f d
aily d
isch
arg
e va
lues
fo
r C
ou
nci
l C
reek
nea
r S
till
wa
ter,
O
klah
om
a, w
ate
r years
1
93
6-1
98
4 (
str
ea
mfl
ow
un
reg
ula
ted
).
ARKANSAS RIVER BASIN
07163500 CIMARRON RIVER AT OILTON, OK
LOCATION.--Lat 36°06'00", long 96°35'00", in SW 1/4 sec.28, T.19 N., R.7 E., at bridge on State Highway 51, 0.5 mi north of Ollton, 4.25 ml upstream from Buckeye Creek, and at mile 35.1.
DRAINAGE AREA.--18,669 ml 2 (revised), of which 4,926 ml 2 is probably noncontrlbuting.
PERIOD OF RECORD.--October 1934 to September 1945.
STREAMFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1935-45
MONTHMAXIMUM MINIMUM (CFS) (CFS)
STAN DARD DEVIA-
MEAN TION (CFS) (CFS)
COEFFI- PERCENT CIENT OF OF VARI- ANNUAL ATION RUNOFF
OCTOBERNOVEMBERDECEMBEROANUARYFEBRUARYMARCHAPRILMAY3UNEDULYAUGUSTSEPTEMBER
9510215014505668141690
1290091506150310026703390
ANNUAL 3350
211317167778971377071071025
367
1430560429241289650
2680293029109766831140
1240
2720601447172211589
392028701670819761963
849
1.91.11.00.710.730.911.50.980.570.841.10.84
0.68
9.63.82.91.61.94.418.019.619.56.54.67.6
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1936-45
PERIOD(CON SECUTIVEDAYS)
13714306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY,
250%
3842556381100177224326
520%
1213141421366580
123
1010%
0.000.003.15.09.1
20354272
IN PERCENT
205%
0.000.000.971.94.112212345
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 11 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 50%
520%
10 10%
254%
502%
1001%
39300 54700 64600 76800 85700 94300
WATER RESOURCES COUNCIL WEIGHTED SKEW = -0.168
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1935-45
PERIOD (CON-SFCU-TIVEDAYS)
13715306090
DISCHARGE, IN CFS, FOR RECURRENCE INTERVAL, IN EXCEEDANCE PROBABILITY,
250%
2900019900123007470506033402690
520%
47400335002110013200879057304550
1010%
579004160026700171001130072905840
254%
690005040033300217001440091807490
INDICATED YEARS, AND IN PERCENT
502%
7590055900378002490016600105008700
1001%
8170060700419002780018600117009900
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1935-45
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
17100 5030 2600 1740 1250 678 469 325 224 156 103 58 29 13 10 3.7 0.83
76
Q
O Ld
Q_ t Ld
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101
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AN
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....
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0-P
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AN
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80-P
ER
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AN
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AB
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STAT
ION
NU
MB
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071
6350
0
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EA
MFL
OW
UN
RE
GU
LATE
D
OC
T N
OV
D
EC
JAN
FE
B M
AR
A
PR
M
AY
JUN
E
JULY
A
UG
S
EP
T
Fig
ure
28. D
ura
tion h
yd
rog
rap
hs o
f daily
d
isch
arg
e va
lue
s fo
r C
ima
rro
n R
ive
r at
Oilt
on,
Okla
hom
a,
wate
r years
1937-1
945 (s
tre
am
flo
w unre
gula
ted).
ARKANSAS RIVER BASIN
07164000 CIMARRON RIVER AT MANNFORD, OK
LOCATION.--Lat 36°09'40", long 96 0 23'10", in SW 1/4 NW 1/4 sec.5, T.19 N., R.9 E., near left bank on downstream side of pier of bridge on county road, 0.5 ml north of Mannford, 1.5 ml downstream from House Creek, and at mile 17.7.
DRAINAGE AREA.--18,849 ml 2 , of which 4,926 ml 2 Is probably noncontrlbutlng.
PERIOD OF RECORD--October 1938 to September 1950, October 1959 to June 1963 (discontinued). Monthly discharge only for some periods, published In WSP 1311.
STREAMFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1939-50, 1960-62
MONTHMAXIMUM MINIMUM (CFS) (CFS)
MEAN (CFS)
STAN DARD DEVIA TION (CFS)
COEFFI CIENT OF VARI ATION
PERCENTOF
ANNUAL RUNOFF
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYJUNEJULYAUGUSTSEPTEMBER
1690041001560118039601930
13700133005870608058505610
ANNUAL 3820
19171819
117893344846694579729
432
2720956639514872920
298037203210195013501540
1780
47501120532J66
1080609378039102110151016201570
981
1.71.20.830.711.2 0.661.31.00.660.771.21.0
0.55
124324414.017.415.09.16.37.2
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1940-50, 1961-63
PERIOD(CON SECUTIVEDAYS)
13714306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN PERCENT
250%
8490106121167250389442642
520%
313541476396
149169234
1010%
1619222635527483122
205%
8.91113152130374167
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 22 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL [N YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
5 20%
10 10%
254%
502%
1001%
43300 79300 105000 140000 165000 191000
WATER RESOURCES COUNCIL WEIGHTED SKEW = -0.457
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1939-50, 1960-62
PERIOD (CONSECUTIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR RECURRENCE INTERVAL, IN EXCEEDANCE PROBABILITY,
250%
45900312001860011300740048703880
520%
695005110032300197001240077905970
1010%
806006370042300256001 560094807130
254%
9050078400556003320019500113008330
INDICATED YEARS, AND IN PERCENT
502%
9560088500659003890022100125009050
1001%
9930097700764004450024600135009660
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1939-50, 1960-62
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
24000 6740 3630 2500 1890 1150 784 556 407 298 197 105 61 22 15 11 7.3
78
1C
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ER
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104
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STAT
ION
NU
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ER
071
6400
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UN
RE
GU
LATE
D
OC
T N
OV
D
EC
JAN
FE
B M
AR
APR
M
AY
JUN
E
JULY
AU
G
SEPT
Fig
ure
29
. D
ura
tio
n hydro
gra
phs of
daily
dis
charg
e va
lues
for
Cim
arr
on
R
ive
r a
t M
anfo
rd,
Okl
ah
om
a,
wate
r years
1945-1
950
1960-1
962 (s
tream
flow
unre
gula
ted).
ARKANSAS RIVER BASIN
07164500 ARKANSAS RIVER AT TULSA, OK
LOCATION.--Lat 36°08'37", long 96'00'13", in NW 1/4 sec.11, T.19 N., R.12 E., Tulsa County, Hydrologlc Unit11110101, near left bank on downstream side of pier of 11th Street bridge on U.S. Highway 66 In Tulsa, 10.1 ml upstream from Polecat Creek, 15.1 ml downstream from Keystone Dam, and at mile 523.7.
DRAINAGE AREA.--74,615 ml 2 , of which 12,541 ml 2 Is probably noncontrlbutlng.
PERIOD OF RECORD.--October 1925 to current year. Monthly discharge only for some periods, published In WSP 1311. Gage-height records collected In this vicinity since 1904 are published In reports of the National Weather Service.
REMARKS.--Some regulation since 1941 by Great Salt Plains Lake; flow completely regulated since September 1964 by Keystone Lake.
STREAMFLOW UNREGULATED
MONTH
MONTHLY AND ANNUAL MEAN DISCHARGES 1926-64
STAN DARD COEFFI- PERCENT DEVIA- CIENT OF OF
MEAN TION VARI- ANNUAL (CFS) (CFS) ATION RUNOFF
MAXIMUM MINIMUM (CFS) (CFS)
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYJUNEJULYAUGUSTSEPTEMBER
567002520015500126002970014300405005810061100567003290024800
ANNUAL 15600
12524021021131140753172088130519690
1280
66703710278025603270422092701340012800899054105450
6550
10800456028402480490039301180013700118001090073005230
1.61.21.00.971.50.931.31.00.931.21.3 0.96
4220 0.64
8.54.73.53.34.25.4
11.817.116.211.46.96.9
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1927-64
PERIOD(CONSECUTIVEDAYS)
137
14306090120183
DISCHARGERECURRENCE
, IN CFS,INTERVAL,
FOR INDICATEDIN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN PERCENT
250%
611642696764911123014601750
520%
245253272305363521641785
2430 1020
1010%
140145155178212317399490611
205%
858894110132206264323390
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 42 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
520%
10 10%
254%
50 2%
1001%
81300 144000 190000 250000 295000 341000
WATER RESOURCES COUNCIL WEIGHTED SKEW = -0.377
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1926-64
PERIOD (CONSECUTIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
EXCEEDANCE PROBABILITY, IN PERCENT
250%
69800608004470030900213001480011800
520%
1260001130008400057200403002850022500
1010%
16700015300011400076700550003960031100
254%
221000206000155000103000750005540043400
502%
263000247000187000123000909006840053500
1001%
3050002890002210001430001070008230064400
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1926-64
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
72900 25700 14700 10000 7530 4860 3450 2550 1950 1370 963 619 384 212 147 107 65
80
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Fig
ure
3
0.
Du
ratio
n hyd
rogra
phs
of
daily
dis
charg
e va
lues
for
Ark
an
sas
Riv
er
at
Tu
lsa
, O
kla
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ma
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r years
1
92
6-1
96
4 (s
tre
am
flo
w unre
gula
ted).
ARKANSAS RIVER BASIN
07164500 ARKANSAS RIVER AT TULSA, OK--Contlnued
STREAHFLOW REGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1965-84
STAN DARD COEFFI- PERCENT DEVIA- CIENT OF OF
MONTH
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYJUNEDULYAUGUSTSEPTEMBER
ANNUAL
MAXIMUM (CFS)
48900394001230012300186003740044500269003890016500686018700
15800
MINIMUM (CFS)
491457582483494490557881
2600174011301220
1860
MEAN (CFS)
508070203710357043408340115001200013100730035704950
7030
TION (CFS)
10500948032403440468094701250084309590415018504650
4170
VARI ATION
2.11.30.870.971.11.11.10.700.730.570.520.94
0.59
ANNUAL RUNOFF
6.08.34.44.25.19.913.614.215.58.64.25.9
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1966-84
PERIOD(CONSECUTIVEDAYS)
137
14306090120183
DISCHARGE, IN CFS,RECURRENCE INTERVAL
FOR INDICATED, IN YEARS
NON-EXCEEDANCE PROBABILITY, IN
2 550% 20%
205 98407 235619 40<j768 471971 5681470 7581840 9852150 11702580 1380
1010%
66174320371435534702834
1010
, ANDPERCENT
205%
47134266307352400527627796
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 20 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 50%
520%
10 10%
254%
502%
100 1%
37000 65600 85900
STATION SKEW = -0.471
112000 131000 150000
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1965-84
PERIOD(CON SECUTIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR RECURRENCE INTERVAL, INEXCEEDANCE PROBABILITY,
250%
34800336002990024400197001530012700
520%
63700616005450043900353002670021700
1010%
85000819007240058300467003470027900
254%
1140001090009610077500618004520036000
INDICATED YEARS, ANDIN PERCENT
502%
13500012900011400092400734005290042000
1001%
158DOO149000132000108000851006070048000
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1965-84
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
47900 27400 17600 13200 10700 6950 4890 3280 2410 1680 1120 606 349 212 180 141 101
82
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JAN
FE
B M
AR
APR
M
AY
JUN
E
JULY
AU
G
SEPT
Fig
ure
31. D
ura
tion h
ydro
gra
ph
s o
f daily
dis
ch
arg
e v
alu
es
for
Ark
an
sas
Riv
er
at
Tuls
a,
Okl
ahom
a,
wa
ter
years
1966-1
984 (
str
eam
flow
re
gula
ted).
ARKANSAS RIVER BASIN
07165500 POLECAT CREEK BELOW HEYBURN LAKE, NEAR HEYBURN, OK
LOCATION.--Lat 35*56'42", long 96"17'39", in NW 1/4 NW 1/4 sec.19, T.17 N., R.10 E., Creek County, Hydrologic Unit11110101, on right bank of outlet channel, 1,100 ft downstream from Heyburn Dam, 3.2 mi upstream from bridge onU.S. Highway 66, 11 mi southwest of Sapulpa, and at mile 48.4.
DRAINAGE AREA. 123 mi 2 .
PERIOD OF RECORD. October 1943 to September 1979 (discontinued). Prior to October 1956, published as Polecat Creek at Heyburn and October 1956 to September 1970 as Polecat Creek below Heyburn Reservoir near Heyburn.
REMARKS.--Flow regulated since September 1950 by Heyburn Lake.
STREAMFLOW REGULATED
MONTH
MONTHLY AND ANNUAL MEAN DISCHARGES 1951-79
STAN DARD COEFFI- PERCENT DEVIA- CIENT OF OF
MEAN TION VARI- ANNUAL (CFS) (CFS) ATION RUNOFF
MAXIMUM MINIMUM (CFS) (CFS)
OCTOBERNOVEMBERDECEMBER3ANUARYFEBRUARYMARCHAPRILMAYDUNE3ULYAUGUSTSEPTEMBER
ANNUAL
37367726788
238423601678580277146419
143
0.000.000.000.000.000.000.200.081.30.000.000.00
1.8
28412013275591109106401438
48
7412752244990
127142166723185
42
2.6 3.1 2.6 1.8 1.8 1.7 1.4 1.3 1.6 1.8 2.2 2.2
0.87
4.9 7.1 3.4 2.3 4.6
18.2 6.9 2.4 6.5
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1952-79
PERIOD(CON-
TIVEDAYS)
13714306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON -EXCEEDANCE PROBABILITY, IN PERCENT
250%
0.000.000.000.000.000.140.430.833.8
520%
0.000.000.000.000.000.000.000.020.49
1010%
0.000.000.000.000.000.000.000.000.00
205%
0.000.000.000.000.000.000.000.000.00
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 29 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
520%
10 10%
254%
50 2%
1001%
1480 1950 2090
STATION SKEW = -1.955
2170 2200 2220
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1951-79
PERIOD (CONSECUTIVEDAYS)
13715306090
DISCHARGE, IN CFS, FOR RECURRENCE INTERVAL, IN EXCEEDANCE PROBABILITY,
250%
1230986613360221141109
520%
180016201160714438287220
1010%
2010194015JO977591391300
254%
2160190016101320779521390
INDICATED YEARS, AND IN PERCENT
502%
2220209018001580911613448
1001%
22602200215018301040700504
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1951-79
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
1040 224 92 50 31 14 6.2 2.0 0.48 0.09 0.01 0.00 0.00 0.00 0.00 0.00 0.00
84
O
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104 105
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ED
AN
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PR
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AB
ILIT
Y
50-P
ER
CE
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EX
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ED
AN
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PR
OB
AB
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Y
80-P
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CE
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ED
AN
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STAT
ION
NU
MB
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071
6550
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STR
EA
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OW
REG
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TED
OC
T N
OV
D
EC
JAN
FE
B M
AR
APR
M
AY
JUN
E
JULY
AU
G
SEPT
Fig
ure
32. D
ura
tion h
ydro
gra
ph
s of
daily
d
isch
arg
e v
alu
es
for
Pole
cat
Cre
ek
be
low
H
eyb
urn
Lake
ne
ar
Heyb
urn
, O
kla
ho
ma
, w
ate
r ye
ars
1951-1
979 (s
tre
am
flo
w re
gu
late
d).
ARKANSAS RIVER BASIN
07165570 ARKANSAS RIVER NEAR HASKELL, OK
LOCATION.--Lat 35'49'23", long 95'38'39", In NE 1/4 sec.31, T.16 N., R.16 E., Muskogee County, Hydrologlc Unit 11110101, near right bank on downstream side of bridge on State Highway 104, 2 ml east of Haskell, 23.5 ml upstream from Verdigris River, and at mile 483.7.
DRAINAGE AREA.--75,473 ml 2 , of which 12,541 ml 2 probably Is noncontributing.
PERIOD OF RECORD.--Dune 1972 to current year.
REMARKS.--Flow regulated since 1965 by Keystone Lake.
STREAMFLOW REGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1973-84
STAN DARD COEFFI- PERCENT DEVIA- CIENT OF OF
MONTH
OCTOBERNOVEMBERDECEMBER3ANUARYFEBRUARYMARCHAPRILMAY3UNE3ULYAUGUSTSEPTEMBER
ANNUAL
MAXIMUM (CFS)
49900422001410012100192003930046900296004090017800584013700
16900
MINIMUM (CFS)
576646802567549722638
24706510275011701110
2100
MEAN (CFS)
6340856040504440590012200155001610016300785037004390
8770
TION (CFS)
13800118004130426056201140015000818010800422018104310
4960
VARI ATION
2.21.41.00.960.950.940.970.510.660.540.490.98
0.57
ANNUAL RUNOFF
6.08.13.94.25.611.614.715.315.57.53.54.2
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1974-84
PERIOD(CON SECUTIVEDAYS)
137
14306090120183
DISCHARGE, IN CFS,RECURRENCE INTERVAL
FOR INDICATED, IN YEARS
NON-EXCEEDANCE PROBABILITY, IN
2 550% 20%
303 209462 310576 420628 454840 5441400 7391790 9572200 11002770 1250
1010%
174257375410462544702758848
, ANDPERCENT
205%
152221349387416428549556621
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 12 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
520%
10 10%
254%
50 2%
100 1%
44600 74200 97300
STATION SKEW = 0.070
130000 157000 187000
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1973-84
PERIOD(CON SECUTIVEDAYS)
13715306090
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, ANDEXCEEDANCE PROBABILITY
250%
41700405003760032000260002060017400
520%
72700720006610054700438003350027400
1010%
95700948008620070300559004190033900
254%
12700012500011200089900708005210041500
, IN PERCENT
502%
151000147000131000104000817005940046900
1001%
176000170000150000118000921006630051900
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1973-84
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
58900 31900 23100 16400 13400 9400 6890 4470 2900 1840 1080 658 529 404 337 286 197
86
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ARKANSAS RIVER BASIN
07171000 VERDIGRIS RIVER NEAR LENAPAH, OK
LOCATION.--Lat 36 e 5r05", long 95 e 35'06", at center of sec.3, T.27 N., R.16 E., Nowata County, Hydrologlc Unit 11070103, on right bank on downstream side of county road bridge, 2.8 ml east of Lenapah, 4.5 ml upstream from Cedar Creek, and at mile 144.6.
DRAINAGE AREA.--3,639 ml 2 .
PERIOD OF RECORD.--October 1938 to current year. Monthly discharge only for some periods, published In WSP 1311.
REMARKS.-- Some regulation since April 1949 by Fall River Reservoir In Kansas. Flow regulated since 1960 by Toronto Lake In Kansas. Flow has been further regulated since 1966 by Elk Reservoir In Kansas.
STREAHFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1940-59
MONTH
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYOUNEDULYAUGUSTSEPTEMBER
ANNUAL
MAXIMUM(CFS)
135005860461056208360102001910026300156002520038306910
4360
MINIMUM(CFS)
0.940.000.000.004.42.39.9
6084172.70.43
120
MEAN(CFS)
1730813623949
1070231044904080387037306751660
2170
STAN DARD
DEVIATION(CFS)
342014801200157018802960576058104330646010102430
1390
COEFFICIENT 0VARIATION
2.01.81.91.71.71.31.31.41.11.71.51.5
0.64
PERCENTF OF
ANNUALRUNOFF
6.63.12.43.74.18.917.315.714.914.32.66.4
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1940-59
PERIOD(CON- ccpii.OC.V-LJ
TIVEDAYS)
13714306090120183
DISCHARGE, IN CFS,RECURRENCE INTERVAL
FOR INDICATED, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN PERCENT
2 550% 20%
9.1112162458117168333
6 1.11.31.72.23.97.9
152047
1010%
0.000.000.000.000.001.93.35.3
14
205%
0.000.000.000.000.000.000.001.54.4
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 21 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
5 20%
10 10%
254%
50 2%
100 1%
33800 58200 78100 108000 133000 162000
WATER RESOURCES COUNCIL WEIGHTED SKEW = 0.176
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1940-59
PERIOD(CON-SECU- -TIVE 2DAYS) 50%
DISCHARGE, IN CFS, FOR INDICATEDRECURRENCE INTERVAL, IN YEARS, ANDEXCEEDANCE PROBABILITY, IN PERCENT
5 20%
10 10%
254%
50 2%
1001%
34300 60700 77400 96400 109000 12000037
15306090
318002300015000993067104900
55900422002830019900136009970
689005270036000263001800013100
816006310043800333002260016400
887006880048400376002540018500
941007330052100414002770020100
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1940-59
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
31200 12400 5350 2710 1700 868 506 275 142 70 25 8.3 3.9 0.15 0.05 0.02 0.00
88
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ARKANSAS RIVER BASIN
07171000 VERDIGRIS RIVER NEAR LENAPAH, OK Continued
STREAMFLOW REGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1967-84 MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1968-84
MONTH
n/NTf\oc'DUL 1 UtJLKNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYJUNEJULYAUGUSTQFPTFMRFB
MAXIMUM (CFS)
8510154006760800075001710014000678012500139003120 hi in
MINIMUM f rrc)\*^i *j /
16202918202030
397841816 in
MEAN (CFS)\ \-i j /
1 "iZlft1 JtL/
277015201480192040604020333049402340576 mm
STANDARD DEVIA TION (CFS)
2100400018702080205048404360228042003310810 n?n
COEFFI CIENT OF VARI ATION
1.41.41.21.41.11.21.10.680.851.41.4 1 i
PERCENT OF
ANNUAL RUNOFF
5.29.45.15.06.513.713.611.316.87.92.0 1 ti.
PERIOD (CON SECUTIVEDAYS)
137
14306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN PERCENT
250%
2728323961125262476756
520%
14141620274775139194
1010%
8.99.3
11131727366381
205%
6.06.37.19.1
1216193036
ANNUAL 5060 329 2450 1370 0.56 100
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 18 YEARS OF RECORD
DISCHARGE, IN CFS , FOR INDICATED RECURRENCEIN YEARS, AND EXCEEDANCE
250%
29100
520%
44100
1010%
56200
INTERVALPROBABILITY, IN PERCENT
254%
74200
502%
89800
1001%
107000
STATION SKEW = -0.298
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1967-84
PERIOD (CONSECUTIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
289002410017500141001010066005380
520%
4410037000261002020015200102008340
1010%
5360044500312002310017800122009960
254%
64600527003700025700203001420011600
502%
72100581004090027200217001540012600
1001%
79100628004450028300228001640013500
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1967-84
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
21700 11700 7760 5190 3690 1860 986 524 275 141 67 34 21 14 10 8.4 6.3
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ARKANSAS RIVER BASIN
07171400 VERDIGRIS RIVER NEAR OOLOGAH, OK
LOCATION.--Lat 36°25'17", long 95°41'01", in NW 1/4 sec.2, T.22 N., R.15 E., Rogers County Hydrologic Unit 11070105, on right bank 0.2 ml downstream from Oologah Dam, 1.2 mi upstream from Fourmile Creek, 2 mi southeast of Oologah, and at mile 90.0.
DRAINAGE AREA.--4,339 mi 2 .
PERIOD OF RECORD.--June 1961 to current year.
REMARKS.--Records good. Some regulation by several dams in Kansas prior to May 1963 and completely regulated thereafter by Oologah Lake.
STREAHFLOW REGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1963-84
STAN DARD COEFFI- PERCENT DEVIA- CIENT OF OF
MONTH
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYJUNEJULYAUGUSTSEPTEMBER
ANNUAL
MAXIMUM (CFS)
5530149007480111006860134001410019400128001660032904040
6210
MINIMUM (CFS)
5.41.91.10.760.710.89
28266.37.07.22.6
218
MEAN (CFS)
1320278017301970173032804800343045503050585829
2500
TION (CFS)
16204080230031502150352048404410404040607961300
1790
VARI ATION
1.21.51.31.61.21.11.01.30.891.31.41.6
0.72
ANNUAL RUNOFF
4.49.35.86.55.710.916.011.415.110.21.92.8
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1964-84
PERIOD(CON SECUTIVEDAYS)
13714306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN PERCENT
250%
0.971.63.76.4
102973
215439
520%
0.000.080.430.852.24.7133671
1010%
0.000.000.000.240.991.85.1
1223
205%
0.000.000.000.080.520.852.44.38.0
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 22 YEARS OF RECORD
DISCHARGE, IN CKS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 50%
520%
10 10%
254%
502%
100 1%
19600 25100 28000
STATION SKEW = -1.497
31300 33300 35100
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1963-84
PERIOD(CON SECUTIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, ANDEXCEEDANCE PROBABILITY,
250%
19300183001620012700912059205110
520%
2560024600231002080016000109009220
1010%
28000271002580025100201001400011800
254%
29800290002800025000245001770014800
, IN PERCENT
502%
30600298002890027600272002010016700
1001%
31100304002960029550295002220018500
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1963-84
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCLNF OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
22900 12900 8550 5930 4120 2010 876 392 116 50 23 5.8 1.9 0.86 0.45 0.03 0.00
92
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ARKANSAS RIVER BASIN
07173000 CANEY RIVER NEAR HULAH, OK
LOCATION.--Lat 36 e 55'34", long 96°05'01", in NE 1/4 NE 1/4 sec.11, T.28 N., R.11 E., Osage County, Hydrologic Unit11070106, on left bank 1,200 ft downstream from Hulah Dam, 2.1 mi upstream from Opossum Creek, 2.5 mi west of Hulah, and at mile 95.9.
DRAINAGE AREA.--733 mi 2 .
PERIOD OF RECORD.--October 1937 to current year.
REMARKS.--Flow completely regulated since February 1951 by Hulah Lake. About 5 to 9 ft 3 /s is diverted above station by city of Bartlesville for municipal water supply.
STREAHFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1938-50
MONTHMAXIMUM MINIMUM (CFS) (CFS)
STAN DARD
DEVIA- MEAN TION (CFS) (CFS)
COEFFI- PERCENT CIENT OF OF VARI- ANNUAL ATION RUNOFF
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAY3UNE3ULYAUGUSTSEPTEMBER
ANNUAL
1780720
1080101017501730398039801250259019902480
0.000.000.000.000.410.81
7345238.90.610.00
824 39
33192
158176255375
1090865567420234401
413
57419330727947246512701070429814562726
228
1.72.12.01.61.81.21.21.20.761.92.41.8
0.55
6.71.83.23.55.17.6
22.017.411.48.54.78.1
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1939-50
PERIOD(CON SECUTIVEDAYS)
137
14306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN PERCENT
250%
1.31.31.92.03.27.7
172460
520%
0.000.000.050.230.451.03.54.14.3
1010%
0.000.000.000.000.000.100.660.770.88
205%
0.000.000.000.000.000.000.000.000.13
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 13 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 50%
5 20%
10 10%
254%
502%
100 1%
15700 28000 36700 47900 56300 64500
OKLAHOMA WEIGHTED SKEW = -0.463
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1938-50
PERIOD (CONSECUTIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR RECURRENCE INTERVAL, IN EXCEEDANCE PROBABILITY,
250%
152001000059703540237015001140
520%
236001720098905810391024501800
1010%
2750021000117006820457028802080
254%
3110024800132007640508032202300
INDICATED YEARS, AND IN PERCENT
502%
3300026900139008010530033702400
1001%
3430028600144008260545034802460
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1938-50
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99* 99.5% 99.9%
7500 1820 695 420 280 149 89 51 26 11 4.4 1.5 0.09 0.04 0.02 0.01 0.00
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ARKANSAS RIVER BASIN
07173000 CANEY RIVER NEAR HULAH, OK--Continued
STREAMFLOW REGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1951-8*
MONTH
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYDUNEDULYAUGUSTSEPTEMBER
MAXIMUM(CFS)
278024801190157016402570242028703240292013802050
MINIMUM(CFS)
7.05.41.40.385.10.471.93.31.12.82.65.3
MEAN(CFS)
213330204165190429568625599415103128
STAN DARD
DEVIATION(CFS)
53061231632132558466471J826785260362
COEFFICIENT OFVARIATION
2.51.81.52.01.71.41.21.11.41.92.52.8
PERCENTOF
ANNUALRUNOFF
5.48.35.14.14.810.814.315.815.110.52.63.2
ANNUAL 814 5.1 331 236 0.71 100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1952-84
PERIOD(CON SECUTIVEDAYS)
13714306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN
250%
1.92.83.85.1
1012162337
520%
0.290.500.811.33.45.36.88.4
12
1010%
0.030.150.320.521.63.54.65.47.5
PERCENT
205%
0.000.040.130.230.732.53.53.95.1
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 34 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
520%
10 10%
254%
502%
1001%
4140 6500 7820
STATION SKEW = -1.847
9200 10000 10800
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1951-84
PERIOD (CON SECU TIVE 2 DAYS) 50%
DISCHARGE, IN CFS, FOR INDICATEDRECURRENCE INTERVAL, IN YEARS, ANDEXCEEDANCE PROBABILITY, IN PERCENT
5 20%
10 10%
25 4%
50 2%
100 1%
137
15306090
485045703860256016001000773
6170599057404550313020701620
6310616061305240381026102070
6350620061505650433030802470
6350621061805790455033002670
6350621063105860468034502800
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1951-84
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
4990 2110 919 478 282 93 38 23 17 14 11 8.1 3.7 0.55 0.30 0.22 0.09
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JAN
FE
B M
AR
APR
M
AY
JUN
E
JULY
A
UG
SE
PT
Fig
ure
3
8.
Du
ratio
n h
ydro
gra
ph
s o
f daily
dis
charg
e v
alu
es
for
Ca
ne
y R
ive
r n
ea
r H
ula
h,
Okl
ahom
a,
wa
ter
years
1
95
6-1
98
4 (
str
eam
flow
re
gu
late
d).
ARKANSAS RIVER BASIN
07174000 CANEY CREEK NEAR COPAN, OK
LOCATION.--Lat 36*38'15", long 95°56'05", on south line of sec.19, T. 29 N., R. 13 E., at downstream side of right pier of highway bridge, 500 ft downstream from The Atchison, Topeka and Santa Fe Railway Co. bridge, 3.5 mi upstream from Cotton Creek, 5 ml north of Copan, and at mile 18.9.
DRAINAGE AREA.--424 mi 2 .
PERIOD OF RECORD October 1943 to September 1958.
STREAHFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1945-58
STAN DARD COEFFI- PERCENT DEVIA- CIENT OF OF
IMONTH
OCTOBERNOVEMBERDECEMBER3ANUARYFEBRUARYMARCHAPRILMAY3UNE3ULYAUGUSTSEPTEMBER
ANNUAL
MAXIMUM (CFS)
8525655548061040115015202310236018408061330
492
MINIMUM (CFS)
0.000.100.080.030.100.190.180.500.520.010.000.00
14
MEAN (CFS)
1395856
111112266344483487443112154
231
TION (CFS)
244149149232274380463598690712276352
150
VARI ATION
1.72.62.72.12.41.41.31.21.41.62.52.3
0.65
ANNUAL RUNOFF
5.02.12.04.04.19.612.417.517.616.04.15.6
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1945-58
PERIOD (CONSECUTIVEDAYS)
13714306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN PERCENT
250%
0.000.070.100.130.240.722.54.8
21
520%
0.000.000.000.000.000.000.050.531.9
1010%
0.000.000.000.000.000.000.000.160.44
205%
0.000.000.000.000.000.000.000.050.12
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 15 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 50%
5 20%
10 10%
254%
502%
100 1%
10900 20100 26800 35600 42200 48800
OKLAHOMA WEIGHTED SKEW = -0.468
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1945-58
PERIOD (CONSECUTIVEDAYS)
17
15306090
DISCHARGE, IN CFS, FOR RECURRENCE INTERVAL, IN EXCEEDANCE PROBABILITY,
250%
8250301018601210789588
520%
1360051703220231015701150
1010%
1640065704050305020901510
254%
1930082204980393026901900
INDICATED YEARS, AND IN PERCENT
502%
2090093605570453030802150
1001%
22200104006090507034302360
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1945-58
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
5080 1030 328 168 102 43 19 9.9 4.3 1.0 0.19 0.11 0.05 0.02 0.01 0.01 0.00
98
CD
CD
§
104
o LJ
Q_ En bf o CD
O LJ o o
10-'
10*
10'
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ER
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Y
. -5
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STAT
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NU
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071
7400
0
STR
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UN
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D
OC
T N
OV
D
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JAN
FE
B M
AR
APR
M
AY
JUN
E
JULY
AU
G
SEPT
Fig
ure
39. D
ura
tio
n
hyd
rog
rap
hs
of
dai
ly
dis
char
ge
valu
es f
or
Can
ey
Cre
ek
n
ear
Co
pan
, O
klah
om
a,
wa
ter
years
1
95
0-1
95
8 (
str
ea
mfl
ow
un
reg
ula
ted
).
ARKANSAS RIVER BASIN
07174200 LITTLE CANEY RIVER BELOW COTTON CREEK NEAR COPAN, OK
LOCATION.--Lat 36°53'42", long 95°58'09", in W 1/2 sec.19, T.28 N., R.13 E., Washington County, Hydrologic Unit 11070106, near right bank on downstream side of pier of bridge on State Highway 10, 2 mi west of Copan, 4.2 mi downstream from Cotton Creek, and at mile 8.8.
DRAINAGE AREA.--502 mi 2 .
PERIOD OF RECORD.--October 1958 to September 1980. Prior to October 1962, published as Caney Creek below Cotton Creek near Copan.
REMARKS.--Flow regulated since 1969 by numerous floodwater-retarding structures.
STREAMFLOW REGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1969-80
MONTH
OCTOBERNOVEMBERDKCFMBERJANUARYFEBRUARYMARCHAPRILMAYJUNEJULYAUGUSTSCPTLMBFR
ANNUAL
MAXIMUM(CFS)
66723007211260129024901580161016301400204419
658
MINIMUM(CFS)
0.030.871.75.65.6
199.5
182.21.61.00.22
63
MEAN(CFS)
16951720223028368451346255317440
121
328
STAN DARD DEVIATION(CFS)
19868425336235588152847258239063
151
212
COEFFI CIENT 0VARIATION
1.21.31.21.61.31.31.01.01.02.21.61.2
0.64
PERCENT F OF
ANNUALRUNOFF
4.313.15.15.87.217.313.011.714.04.41.03.1
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1970-80
PERIOD (CONSECUTIVEDAYS)
137
14306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN PERCENT
250%
0.200.250.340.621.76.6
142649
520%
0.000.000.030.090.831.94.27.8
13
1010%
0.000.000.000.000.510.902.14.06.0
205%
0.000.000.000.000.00D.441.12.23.2
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 12 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 50%
520%
10 10%
254%
502%
100 1%
7330 13000 17400 23700
OKLAHOMA WEIGHTED SKEW = -0.070
28900 34500
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1969-80
PERIOD (CONSECUTIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
63605310363021601430917736
520%
11100890063303750238014801180
1010%
147001130080404700288017901420
254%
1970014100100005730337021001660
502%
2370016200113006370364023101800
1001%
2790018100125006920386024601910
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1969-80
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
4750 1690 808 471 296 140 72 34 20 11 4.8 1.8 0.58 0.03 0.02 0.01 0.00
100
10T
«
§
1(f
o
20-
PE
RC
EN
T E
XC
EE
DA
NC
E P
RO
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BIL
ITY
50-P
ER
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NT
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ED
AN
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Y
80-P
ER
CE
NT
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ED
AN
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PR
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AB
ILIT
Y
Q
STAT
ION
NU
MB
ER
071
7420
0
STR
EA
MFL
OW
REG
ULA
TED
OC
T N
OV
D
EC
JAN
FE
B M
AR
APR
M
AY
JUN
E
JULY
AU
G
SEPT
Fig
ure
40. D
ura
tion h
ydro
gra
ph
s of
daily
d
isch
arg
e v
alu
es
for
Little C
an
ey
Riv
er
belo
w C
ott
on
C
ree
k n
ea
r C
opan,
Okl
ahom
a,
wa
ter
years
1
97
2-1
98
0 (
str
ea
mflo
w re
gula
ted).
ARKANSAS RIVER BASIN
0717*600 SAND CREEK AT OKESA, OK
LOCATION.--Lat 36"43'10", long 96*07'56", In NW 1/4 NW 1/4 sec.21, T.26 N., R.11 E., Osage County, Hydrologic Unit 11070106, on downstream side of left abutment of county road bridge, 0.5 ml northeast of Okesa, 9 mi southwest of Bartlesville, and at mile 17.2.
DRAINAGE AREA.--139 mi2 .
PERIOD OF RECORD.--October 1959 to current year.
STREAHFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1960-84
MONTH
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYJUNEJULYAUGUSTSEPTEMBER
ANNUAL
MAXIMUM(CFS)
490467196256228858421611370286228478
174
MINIMUM(CFS)
0.000.000.000.000.000.030.691.80.630.000.000.00
5.5
MEAN(CFS)
507940444814211815362272041
69
STAN DARD DEVIATION(CFS)
110128586659
21012216682625798
51
COEFFI CIENT OFVARIATION
2.21.61.41.51.21.51.01.11.32.32.82.4
0.74
PERCENT OF
ANNUALRUNOFF
6.19.64.95.35.9
17.314.318.57.53.22.54.9
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1961-84
PERIOD(CON- srni-ol_l»U
TIVEDAYS)
137
14306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN
250%
0.000.000.000.000.000.101.03.59.7
520%
0.000.000.000.000.000.000.040.221.2
1010%
0.000.000.000.000.000.000.000.000.00
PERCENT
205%
0.000.000.000.000.000.000.000.000.00
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 25 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 50%
520*
10 10%
254%
50 2%
1001%
6840 10900 13500 16500
OKLAHOMA WEIGHTED SKEW = -0.561
18700 20700
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1960-84
PERIOD (CONSECUTIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
30801460767453288183148
520%
576029001540899552366289
1010%
7610402021301220730490381
254%
9890555029301640944642487
502%
115006750353019501090746557
1001%
130007980414022401220840619
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1960-84
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
1400 249 100 61 41 22 12 5.7 2.9 1.1 0.07 0.00 0.00 0.00 0.00 0.00 0.00
102
o CO
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ir
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50-P
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UM
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74
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OC
T N
OV
D
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JAN
FE
B M
AR
APR
M
AY
JUN
E
JULY
AU
G
SEPT
Fig
ure
41
. D
ura
tio
n
hyd
rog
rap
hs
of
dai
ly d
isch
arg
e va
lues
fo
r S
and
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t O
ke
sa
, O
klah
om
a,
wate
r y
ea
rs
19
66
-19
84
(str
eam
flo
w u
nre
gu
late
d).
ARKANSAS RIVER BASIN
0717*700 CANEY RIVER NEAR OCHELATA, OK
LOCATION.--Lat 36 e 38'26", long 95 e 56'02", In SW 1/4 SW 1/4 sec.16, T.25 N., R.13 E., Washington County, near right bank on downstream side of pier of bridge on U.S. Highway 75, 3.5 ml upstream from Fish Creek, 4.0 ml northeast of Ochelata, 8.0 ml southeast of Bartlesvllle, and at mile 53.8.
DRAINAGE AREA.--1,753 ml 2 .
PERIOD OF RECORD.--April 1956 to September 1976 (discontinued).
REMARKS.--Flow regulated since 1951 by Hulah Lake.
STREAMFLOW REGULATED
MONTH
MONTHLY AND ANNUAL MEAN DISCHARGES 1957-76
STAN DARD COEFFI- PERCENT DEVIA- CIENT OF OF
MEAN TION VARI- ANNUAL (CFS) (CFS) ATION RUNOFF
MAXIMUM MINIMUM (CFS) (CFS)
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYJUNEJULYAUGUSTSEPTEMBER
ANNUAL
634067202750406041307020501084709890543016804990
2.2129.55.59.119355030182213
2240 159
77310806795985701450153018001600942250536
985
14601900892956975
205015202230235015204251090
1.9 1.8 1.31.61.7 1.4 0.99 1.21.51.61.7 2.0
688 0.70
6.59.15.75.14.812.313.015.213.58.02.14.5
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1957-76
PERIOD (CONSECUTIVEDAYS)
137
14306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN PERCENT
250%
1617192123417496154
520%
8.59.09.6
119.9
14233040
1010%
4.64.95.36.06.18.0
121519
205%
2.42.62.83.33.95.16.88.8
10
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 20 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
520%
10 10%
254%
502%
100 1%
14100 22500 27700
STATION SKEW = -0.635
33800 37900 41700
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1957-76
PERIOD(CON SECUTIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
EXCEEDANCE PROBABILITY, IN PERCENT
250%
125001050078205640412026002140
520%
2050017400128009600748050804090
1010%
25800218001570011900950067605410
254%
321002680018700142001170087907000
502%
3650030200206001570013000102008080
1001%
4070033400222001690014200115009090
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1957-76
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%1%
10600 5240 3340 2000 1210 475 219 109 63 39 27 18 13 9.6 6.5 4.7 1.0
104
got
DISCHARGE, IN CUBIC FEET PER SECOND
q,q,q,q.(QC "i (D
(D3- < Q.
<0(Q 01 " 00 to
a I » <D «<
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I 1 I I 111 I I 1 I I Ml
ARKANSAS RIVER BASIN
07175000 DOUBLE CREEK SUBWATERSHED NO. 5 NEAR RAMONA, OK
LOCATION.--Lat )6"W50", long 95 D 56 I 25", in SE 1/4 SE 1/4 sec.32, T.24 N., R.13 E. f Washington County, near center of upstream side of dam on Nellie Bly Creek, 1.8 mi southwest of Ramona.
DRAINAGE.--2.39 mi 2 .
PERIOD OF RECORD.--November 1954 to September 1969 (discontinued). Monthly discharge only for some periods, published In WSP 1731.
REMARKS.--Flow regulated since 1955 by floodwater-retarding structures.
STREAMFLOf REGULATED
MONTH
MONTHLY AND ANNUAL MEAN DISCHARGES 1956-69
STAN DARD COEFFI- PERCENT DEVIA- CIENT OF OF
MEAN TION VARI- ANNUAL (CFS) (CFS) ATION RUNOFF
MAXIMUM MINIMUM (CFS) (CFS)
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYJUNEJULYAUGUSTSEPTEMBER
ANNUAL
224.33.52.12.17.09.1
12168.6
1012
0.000.000.000.000.000.000.000.000.000.000.000.00
3.5 0.00
1.80.740.760.760.561.92.62.22.21.20.801.4
1.4
5.91.21.20.900.682.32.53.54.62.42.73.2
1.2
3.21.61.61.21.21.20.961.62.12.03.42.3
0.84
10.84.44.54.53.311.315.113.012.97.34.78.2
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1956-69
PERIOD (CONSECUTIVEDAYS)
137
14306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN PERCENT
250%
0.000.000.000.000.000.000.000.000.00
520%
0.000.000.000.000.000.000.000.000.00
1010%
0.000.000.000.000.000.000.000.000.00
205%
0.000.000.000.000.000.000.000.000.00
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 14 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 50%
520%
10 10%
254%
50 2%
100 1%
1020 2500 3580 4870
OKLAHOMA WEIGHTED SKEW = -0.867
5730 6490
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOO OF RECORD 1956-69
PERIOD (CONSECUTIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
1917149.05.93.83.1
520%
41332517128.36.5
1010%
6949342417129.6
254%
136774633261814
502%
2271055640332419
1001%
3751406648423024
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1956-69
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%1%
19 11 3.1 1.5 1.0 0.45 0.07 0.02 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00
106
o CD
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Q
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STAT
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NU
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071
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JAN
FE
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AR
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M
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JUN
E
JULY
AU
G
SEPT
Fig
ure
44. D
ura
tio
n h
ydro
gra
ph
s o
f d
aily
d
isch
arg
e va
lues
fo
r C
aney
Riv
er n
ear
Ram
on
a,
Okl
aho
ma,
w
ate
r years
1956-1
984 (s
tre
am
flo
w re
gu
late
d).
ARKANSAS RIVER BASIN
07176000 VERDIGRIS RIVER NEAR CLAREMORE, OK
LOCATION. Lat 36 e 18'26", long 95"41'52", SE 1/4 SW 1/4 sec.10, T.21 N., R.15 E., Rogers County, Hydrologic Unit11070105, on left bank on downstream side of bridge on State Highway 20, 2.3 ml downstream from Caney River, 4.5 ml west of Claremore, 12.4 ml upstream from Bird Creek, and at mile 76.0.
DRAINAGE AREA. 6, 534 ml2 .
PERIOD OF RECORD.--October 1935 to current year. Monthly discharge only for some periods, published In WSP 1311.
REMARKS.--Some regulation since 1951 by Hulah Lake; flow regulated since May 1963 by Oologah Lake; and further regulated since 1981 by Copan Lake.
STREAMFLOf UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1936-62
MONTH
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYDUNEDULYAUGUSTSEPTEMBER
ANNUAL
MAXIMUM(CFS)
258001790074808760132001520025500524003260034100967020500
8380
MINIMUM(CFS)
0.000.000.001.6
106.8
104160332200.030.00
249
MEAN(CFS)
405023401320153018703510635086106040485013402800
3720
STAN DARD
DEVIATION(CFS)
7230452020802230265041507630118006920823022304510
2300
COEFFICIENT OFVARIATION
1.81.91.61.51.41.21.21.41.21.71.71.6
0.62
PERCENTOF
ANNUALRUNOFF
9.15.33.03.44.27.9
14.219.313.510.93.06.3
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1937-62
PERIOD (CONSECUTIVEDAYS)
137
14306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN PERCENT
250%
1920222841104217367666
520%
2.22.62.93.66.2
112035
101
1010%
0.000.000.000.000.001.43.08.0
31
205%
0.000.000.000.000.000.000.001.2
11
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 28 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
5 20%
10 10%
254%
50 2%
100 1%
43900 73900 96400 127000 152000 178000
WATER RESOURCES COUNCIL WEIGHTED SKEW = -0.117
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1936-62
PERIOD (CONSECUTIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
4150039200326002310016400110008380
520%
72300695006030042700312002080015800
1010%
96100914007890055800412002720020400
254%
1 3000012000010100071500531003460025500
502%
15700014200011700082300613003950028700
1001%
1 8600016500013100092300688004390031500
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1936-62
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
44600 21400 10900 6250 3760 1810 1040 577 299 138 57 18 6.4 0.07 0.04 0.02 0.00
1 10
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ARKANSAS RIVER BASIN
07175500 CANEY RIVER NEAR RAMONA, OK
LOCATION.«Lat 36°30'31", long 95°50'36", in NE 1/4 NW 1/4 sec.5, T.23 N., R.14 E., Washington County, Hydrologic Unit 11070106, on left bank near downstream abutment of county road bridge, 1 mi upstream from Buck Creek, 2.2 mi downstream from Double Creek, 4.5 mi southeast of Ramona, and at mile 32.0.
DRAINAGE AREA.--1,955 mi2 .
PERIOD OF RECORD.--September 1945 to current year. Monthly discharge only for some periods, published in WSP 1311. Previous reports have included Caney River near Collinsville from Oct. 1935 to Feb. 1939; this record has been separated from Ramona.
REMARKS.--Flow regulated since February 1951 by Hulah Lake; further regulation since April 1983 by Copan Resevoir.
STREAMFLOW REGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1951-84
STAN DARD COEFFI- PERCENT
DEVIA- CIENT OF OF
MONTH
OCTOBERNOVEMBERDECEMBEROANUARYFEBRUARYMARCHAPRILMAYOUNEDULYAUGUSTSEPTEMBER
ANNUAL
MAXIMUM (CFS)
6960776030304320443077706200890011400585017805780
2540
MINIMUM (CFS)
0.005.9
105.39.9
11231215114.50.16
59
MEAN (CFS)
6369935354485691450161019801620869227458
950
TION (CFS)
12701790829813887195017602110226015704231020
686
VARI ATION
2.01.81.51.81.61.31.11.11.41.81.92.2
0.72
ANNUAL RUNOFF
5.68.74.73.95.0
12.714.117.414.27.62.04.0
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASFD ON PERIOD OF RECORD 1952-84
PERIOD(CON SECUTIVEDAYS)
13714306090
120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON -EXCEEDANCE PROBABILITY, IN PERCENT
250%
12121416195257771J8
520%
6.06.37.18.9
1011162338
1010%
3.94.24.86.48.23.47.9
1219
205%
2.42.63.14.56.81.14.47.3
11
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 34 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 50%
520%
10 10%
254%
502%
100 1%
11100 18000 23100
STATION SKEW = 0.002
30300 36000 42100
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1951-84
PERIOD (CON SECU TIVE 2 DAYS) 50%
DISCHARGE, IN CFS, FOR INDICATEDRECURRENCE INTERVAL, IN YEARS, ANDEXCEEDANCE PROBABILITY, IN PERCENT
520%
10 10%
254%
502%
100 1%
10600 16600 20700 26000 30000 3390037
15306090
898070205240380025702050
14900119009130705049903980
192001520011600921066805320
2500019300145001180087506960
29400223001650013500102008110
33900252001830015100116009180
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1951-84
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
10600 5420 3280 1870 1100 439 198 102 57 36 23 14 9.9 5.9 4.4 0.31 0.02
108
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ARKANSAS RIVER BASIN
07176000 VERDIGRIS RIVER NEAR CLAREMORE, OK--Continued
STREAMFLOW REGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1963-84
MONTH
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAY3UNE3ULYAUGUSTSEPTEMBER
MAXIMUM(CFS)
782023200100001430011500212001990023500192002000037905120
MINIMUM(CFS)
171713202223
1078751262717
MEAN(CFS)
18703990246025802580519069105290632036607871160
STAN DARD
DEVIATION(CFS)
22006000332039903250578068205570543048509751650
COEFFICIENT OFVARIATION
1.21.51.31.51.31.10.991.00.861.31.21.4
PERCENTOF
ANNUALRUNOFF
4.49.35.86.06.012.116.112.314.88.61.82.7
ANNUAL 8830 365 3560 2540 0.71 100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1964-84
PERIOD(CON-
TIVEDAYS)
13714306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN
250%
2932394661110225417690
520%
12131623273865114164
1010%
6.77.49.2
151823345470
PERCENT
205%
4.04.45.5
101315202833
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 22 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
520*
10 10%
254%
50 2%
1001%
22700 29700 33300
STATION SKEW = -0.863
36900 39000 40800
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1963-84
PERIOD (CONSECUTIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
EXCEEDANCE PROBABILITY, IN PERCENT
250%
224002150019000159001220083507200
520%
29400284002710025500213001540013000
1010%
32700313003120030900268001990016600
254%
35800340003300032000310002520020800
502%
37500370003600035500340002880023500
1001%
38800385003800037000365003200025900
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1963-84
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
26800 17200 11800 8690 6450 3230 1370 676 282 136 75 42 24 15 12 10 4.4
1 12
CO
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Fig
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4
6.
Du
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1966-1
984 (s
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ARKANSAS RIVER BASIN
07176500 BIRD CREEK AT AVANT, OK
LOCATION.--Lat 36*29'12", long 96 e03'50", in NW 1/4 sec.7, T.23 N., R.12 E., Osage County, Hydrologlc Unit 11070107, 150 ft upstream from county road bridge at Avant, 1.5 ml upstream from Candy Creek, and at mile 54.2.
DRAINAGE AREA.--364 ml 2 .
PERIOD OF RECORD.--August 1945 to current year.
REMARKS.--Some regulation since 1958 by Bluesten Lake; flow regulated since 1977 by Birch Lake. Small diversions above station for municipal water supply of cities of Pawhuska and Barnsdall.
STREAMFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1946-76
MONTH
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPHLLMAY3UNE3ULYAUGUSTSEPTEMBER
ANNUAL
MAXIMUM(CFS)
19101680863827761
20601240227026508329801590
639
MINIMUM(CFS)
0.000.000.000.000.000.000.000.001.10.000.000.00
5.5
MEAN(CFS)
1781771089910028527543630917690
164
200
STAN DARD
DEVIATION(CFS)
392377215186166505295492527265234332
167
COEFFI CIENT OFVARIATION
2.22.12.01.91.71.81.11.11.71.52.62.0
0.83
PERCENT OF
ANNUALRUNOFF
7.47.44.54.14.211.911.518.212.97.43.86.8
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1947-76
PERIOD (CONSECUTIVEDAYS)
137
14306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN PERCENT
250%
0.000.000.000.000.001.85.18.4
24
520%
0.000.000.000.000.000.000.070.233.0
1010%
0.000.000.000.000.000.000.000.000.52
205%
0.000.000.000.000.000.000.000.000.00
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 31 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 50%
5 20%
10 10%
25 4%
50 2%
1001%
12400 19900 24800 30900
OKLAHOMA WEIGHTED SKEW = -0.434
35300 39500
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1946-76
PERIOD (CON SECU TIVE DAYS)
DISCHARGE, IN CFS, FOR INDICATEDRECURRENCE INTERVAL, IN YEARS, ANDEXCEEDANCE PROBABILITY, IN PERCENT
2 50%
520%
10 10%
254%
50 2%
100 1%
137
15306090
8090401022601340875569460
1460076704290252016501080858
188001030057303290213013801080
234001370075504180267017001310
265001620088604780300018801430
2910018700101005310329020301530
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1946-76
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
4370 768 282 159 111 54 25 12 5.5 2.0 0.47 0.01 0.00 0.00 0.00 0.00 0.00
114
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ARKANSAS RIVER BASIN
07176800 CANDY CREEK NEAR WOLCO, OK
LOCATION.--Lat 36*32'06", long 96'02'5*", in NW 1/* NW 1/* sec.29, T.29 N., R.12 E., Osage County, Hydrologic Unit 11070107, 1.3 ml east of Wolco, 3.3 ml northeast of Avant, and at mile 5.6.
DRAINAGE AREA.--30.6 ml 2 .
PERIOD OF RECORD.--October 1969 to May 18, 1981 (discontinued).
STREAHFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1970-80
MONTH
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYJUNEJULYAUGUSTSEPTEMBER
ANNUAL
MAXIMUM(CFS)
1*21519663611951318770*1776*
59
MINIMUM(CFS)
0.000.000.100.100.371.30.*51.20.000.000.000.00
8.7
MEAN(CFS)
36*0211*17633737216.78.9
17
27
STAN DARD DEVIATION(CFS)
*9573*222068*230231*2323
20
COEFFI CIENT 0VARIATION
1.*1.*1.61.51.21.11.10.811.12.12.61.3
0.75
PERCENTF OF
ANNUALRUNOFF
11.*12.*6.6*.55.319.811.611.56.52.12.85.*
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1971-81
PERIOD (CONSECUTIVEDAYS)
137
1*306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN PERCENT
250%
0.000.000.000.000.000.050.271.*3.2
520%
0.000.000.000.000.000.000.000.000.1*
1010%
0.000.000.000.000.000.000.000.000.00
205%
0.000.000.000.000.000.000.000.000.00
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 12 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
520%
1010%
25*%
502%
1001%
5220 7910 9650 11800 13300 1*700
OKLAHOMA WEIGHTED SKEW = -0.397
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1970-80
PERIOD (CONSECUTIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
11805*5277151967058
520%
2010917*9626*16511893
1010%
269012*068836*223151113
25*%
372017*099*52*310193136
502%
*6302200127067138622*150
1001%
5650273016008***72255162
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1970-80
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
5% 10% 15% 20% 30% *0% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%1%
609 93 33 17 11 *.8 2.5 1.3 0.55 0.22 0.02 0.01 0.00 0.00 0.00 0.00 0.00
116
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Fig
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48. D
ura
tion
hydro
gra
phs o
f d
aily
dis
charg
e valu
es fo
r C
an
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Cre
ek
near
Wo
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1972-1
980 (s
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ARKANSAS RIVER BASIN
07177000 HOMINY CREEK NEAR SKIATOOK, OK
LOCATION.--Lat 36°20'55", long 96°06'35", in SW 1/4 SE 1/4 sec.27, T.22 N., R.11 E., Osage County, Hydrologlc Unit 11070107, near left bank on downstream side of pier of bridge on Stat Highway 20, 1.0 ml upstream from Tall Chief Creek, 6.0 ml west of Sklatook, and at mile 16.7.
DRAINAGE AREA.--340 ml 2 .
PERIOD OF RECORD.--March 1944 to September 1980 (discontinued).
STREAMFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1945-80
MONTHMAXIMUM(CFS)
MINIMUM(CFS)
MEAN(CFS)
STAN DARD
DEVIATION(CFS)
COEFFICIENT OFVARIATION
PERCENTOF
ANNUALRUNOFF
OCTOBERNOVEMBERDECEMBER3ANUARYFEBRUARYMARCHAPRILMAY3UNE3ULYAUGUSTSEPTEMBER
ANNUAL
2320221079765169016401100209020209045801610
609
0.000.000.000.000.000.002.70.000.990.000.000.00
6.4
162154757982
24825939227417864
205
181
419404159147138354281435380289141372
137
2.6 2.6 2.1 1.9
2.21.8
0.75
7.47.13.43.63.8
11.411.918.012.68.23.09.5
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1945-80
PERIOD(CON SECUTIVEDAYS)
137
14306090
120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN
250%
0.180.210.240.300.722.35.49.0
24
520%
0.000.000.00D.OO0.000.280.580.883.0
1010%
0.000.000.000.000.000.000.060.080.72
PERCENT
205%
0.000.000.000.000.000.000.000.000.14
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 38 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
520%
10 10%
254%
502%
100 1%
8280 12800 16500 22000
OKLAHOMA WEIGHTED SKEW = 0.511
26800 32300
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASCD ON PERIOD OF RLCORU 1945-80
PERIOD (CONSECUTIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
7190429022401270822544444
520%
119007550402022601450945746
1010%
1450097105240289018401170901
254%
173001230067403630227014001040
502%
190001410078004130256015301120
1001%
204001570088104590280016401180
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1945-80
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
3880 761 233 116 72 36 19 11 5.8 2.9 1.2 0.14 0.01 0.00 0.00 0.00 0.00
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ARKANSAS RIVER BASIN
07177500 BIRD CREEK NEAR SPERRY, OK
LOCATION.--Lat 36"16 I 42", long 95"57 1 14 11 , in NW 1/4 NW 1/4 sec.29, T.21 N., R.13 E., Tulsa County, Hydrologlc Unit 11070107, on downstream side of right pier of county road bridge, 1.5 mi upstream from Delaware Creek, 2A mi downstream from Hominy Creek, 2.5 mi southeast of Sperry, and at mile 25.0.
DRAINAGE AREA.--905 ml2 .
PERIOD OF RECORD.--October 1938 to current year. Monthly discharge only for some periods, published in WSP 1311.
REMARKS. Some regulation since 1958 by Bluestem Lake, since 1976 by Candy Reservoir, and since 1977 by Birch Lake.
STREAHFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1939-84
MONTH
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYJUNEJULYAUGUSTSEPTEMBER
MAXIMUM (CFS)
5910542017801700209044904970107005870190018103110
MINIMUM (CFS)
0.000.000.050.100.961.4
122.47.30.020.000.00
MEAN (CFS)
488389197180248645784
1270721337152403
STAN DARD COEFFI- PERCENT
DEVIA- CIENT OF OF TION VARI- ANNUAL (CFS) ATION RUNOFF
1210 2.5911 2.33653263989439691750
.8
.8
.6
.5
.2
.41010 1.4552 1.6353 2.3729 1.8
8.46.73.43.14.311.113.521.812.45.82.66.9
ANNUAL 1480 15 485 372 0.77 100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1940-84
PERIOD (CONSECUTIVEDAYS)
13714306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN PERCENT
250%
1.71.92.33.26.5
12223576
520%
0.180.230.310.620.922.13.95.3
14
1010%
0.000.000.000.000.140.591.21.54.8
205%
0.000.000.000.000.000.050.120.431.6
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 46 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
5 20%
10 10%
254%
50 2%
1001%
14200 25500 36000 53700 70700 91900
OKLAHOMA WEIGHTED SKEW = 0.641
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1939-84
PERIOD (CON-
TIVE DAYS)
DISCHARGE, IN CFS, FOR INDICATEDRECURRENCE INTERVAL, IN YEARS, ANDEXCEEDANCE PROBABILITY, IN PERCENT
250%
520%
10 10%
254%
50 2%
1001%
13100 23600 31800 43400 52800 6290037
15306090
887050203040205013901120
1670095805820391025502010
23300133007990525033002520
332 DO1890011000698041603070
418002350013400825047203400
515002860015900950052203670
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1939-84
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
9420 2330 752 396 256 127 71 40 24 14 7.1 2.6 0.71 0.08 0.04 0.02 0.00
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ARKANSAS RIVER BASIN
07178600 VERDIGRIS RIVER NEAR INOLA, OK
LOCATION. --Lat 36 e 09 I 43", long 95 e 37'07", In northwest corner of sec. 4, T.19 N. , R. 16 E. , Rogers County, near right bank on downstream side of pier of bridge on State Highway 33, 1 mi upstream from Salt Creek, 6 mi west of InoLa, and at mile 48.8.
DRAINAGE AREA. --7, 911 ml2 .
PERIOD OF RECORD. --September to September 1970 (discontinued).
REMARKS. --Some regulation since 1949 by Elk River Reservoir in Kansas; further regulation since 1951 by Hulah Lake and since 1958 by Bluestem Lake. Flow regulated since 1963 by OoLogah Lake.
STREAMFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1945-62
MONTH
OCTOBERNOVEMBERDECEMBER3ANUARYFEBRUARYMARCHAPRILMAY3UNE3ULYAUGUSTSEPTEMBER
ANNUAL
MAXIMUM(CFS)
3200020000873096701490017400288004170041400353001180024100
9390
MINIMUM(CFS)
233634275539
140355487342111
297
MEAN(CFS)
466023701600183024004920683095306630768020203180
4480
STAN DARD
DEVIATION(CFS)
86405030273029303590534080301040096201030032805950
2570
COEFFICIENT OFVARIATION
1.92.11.71.61.51.11.21.11.51.31.61.9
0.57
PERCENTOF
ANNUALRUNOFF
8.74.43.03.44.59.212.717.812.414.33.85.9
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1946-62
PERIOD(CON- ccpiiOC.V-LI
TIVEDAYS)
13714306090120183
DISCHARGE, IN CFS,RECURRENCE INTERVAL,
FORIN
NON-EXCEEDANCE PROBABILITY
2 550% 20%
50 1752 1757 1969 2489 29155 41257 63314 80744 183
10
INDICATEDYEARS, AND, IN PERCENT
2010% 5%
9.1011151722304086
5 6.06.37.2
101213172445
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 23 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 50%
520%
10 10%
254%
502%
100 1%
50800 89300 120000 163000 199000 237000
WATER RESOURCES COUNCIL WEIGHTED SKEW = -0.055
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1945-62
PERIOD(CON SECUTIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR RECURRENCE INTERVAL, INEXCEEDANCE PROBABILITY,
250%
46700442003850029400216001430011000
520%
75700706006120047400358002460019100
1010%
96000880007420056700429002990023100
254%
1230001100008810065700494003470026500
INDICATED YEARS, ANDIN PERCENT
502%
1430001250009680070800528003720028300
1001%
16300014000010400074700554003910029500
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1945-62
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
47400 26200 13800 8380 5150 2360 1290 677 365 194 99 49 33 18 13 10 7.4
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ARKANSAS RIVER BASIN
07185000 NEOSHO RIVER NEAR COMMERCE, OK
LOCATION.--Lat 36°55 1 43 11 , long 94°57'26", in SW 1/4 SE 1/4 sec.5, T.28 N., R.22 E., Ottawa County, Hydrologic Unit 11070206, on downstream side of left pier of county road bridge, 1.3 mi upstream from Mud Creek, 2.2 mi downstream from Four Mile Creek, 4.5 mi west of Commerce, and at mile 153.4.
DRAINAGE AREA.--5,876 mi 2 .
PERIOD OF RECORD.--3une 1939 to current year.
REMARKS.--Flow regulated since 1963 by 3ohn Redmond Reservoir in Kansas, 190 mi upstream.
STREAMFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1940-63
MONTHMAXIMUM MINIMUM (CFS) (CFS)
STAN DARD
DEVIA- MEAN TION (CFS) (CFS)
COEFFI- PERCENT CIENT OF OF VARI- ANNUAL ATION RUNOFF
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYJUNEDULYAUGUSTSEPTEMBER
2500014000101008700117001110023300296001480053400944016900
0.001.66.38.6
2512
149395408210.001.5
ANNUAL 8830 246
332020401330164019103520535064205590620016303600
3550
5450377022502270253034806570773047601180022205040
2310
1.61.81.71.41.30.991.21.20.851.91.41.4
0.65
7.84.83.13.84.58.312.615.113.114.63.88.5
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1941-63
PERIOD (CONSECUTIVEDAYS)
13714306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN PERCENT
250%
8187961181502874015911100
520%
7.68.7
111418265293
204
1010%
0.000.000.000.140.580.84142766
205%
0.000.000.000.000.000.003.98.6
22
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 24 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 50%
5 20%
10 10%
254%
50 2%
100 1%
37300 69000 97100 142000 183000 232000
WATER RESOURCES COUNCIL WEIGHTED SKEW = 0.308
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1940-63
PERIOD (CONSECUTIVEDAYS)
13715306090
DISCHARGE, IN CFS, FOR RECURRENCE INTERVAL, IN EXCEEDANCE PROBABILITY,
250%
368003540029800207001330090807080
520%
71700668005480039800273001840014200
1010%
99200880006890051400370002480018900
254%
1380001140008300063700488003260024400
INDICATED YEARS, AND IN PERCENT
502%
1680001320009100071100568003780028000
1001%
2010001480009740077200643004260031200
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1940-63
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
36800 19800 10400 5820 3690 1980 1240 767 459 263 132 23 7.3 0.57 0.06 0.03 0.01
124
9ZL
DISCHARGE, IN CUBIC FEET PER SECOND
31 (Q*
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ARKANSAS RIVER BASIN
07185000 NEOSHO RIVER NEAR COMMERCE, OK--Continued
STREAMFLOW REGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES
MONTHMAXIMUM MINIMUM (CFS) (CFS)
MEAN (CFS)
STANDARD COEFFI- PERCENT DEVIA- CIENT OF OF TION VARI- ANNUAL (CFS) ATION RUNOFF
OCTOBERNOVEMBERDECEMBER3ANUARYFEBRUARYMARCHAPRILMAY3UNE3ULYAUGUSTSEPTEMBER
168001570010500101009070216001880012400158001080028406640
ANNUAL 7510
15303227423063
7602901419131
857
24403550202018302460465056504520739040208601780
3430
3810455025902540276054806010332047903540840
2250
1.6 334121
0.740.650.880.981.3
1880 0.55
5.98.64.94.56.011.313.711.018.09.82.14.3
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1965-84
PERIOD(CON-cppiiOL.I-U
TIVEDAYS)
137
14306090120183
DISCHARGE, IN CFS,RECURRENCE INTERVAL,
FOR INDICATEDIN YEARS
NON-EXCEEDANCE PROBABILITY, IN
2 550% 20%
49 2255 2461 2773 31
116 47228 80403 119636 1741090 291
1010%
1415172029445980
128
, ANDPERCENT
205%
9.81112141926323960
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 21 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 50%
5 20%
10 10%
25 4%
50 2%
1001%
33900 46300 54400
STATION SKEW = -1.038
64400 71800 79200
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1964-84
PERIOD (CONSECUTIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
333003100022700177001340092307480
520%
45700429003200023000180001360011100
1010%
52700494003730025000199001610013200
254%
60400561004310026500214001880015400
502%
65400603004680027200220002050016900
1001%
69800640005020027600225002200018100
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1964-84
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
29500 15600 10500 7480 5270 2950 1590 864 515 298 138 61 39 25 19 15 4.8
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ARKANSAS RIVER BASIN
07188000 SPRING RIVER NEAR QUAPAW, OK
LOCATION.--Lat 36 S 56'04", long 94 S44'45", In NE 1/4 SW 1/4 sec.5, T.28 N., R.24 E., Ottawa County, Hydrologlc Unit11070207, near center of span on downstream side of pier of county road bridge, 0.1 ml upstream from Rock Creek, 3.0 ml southeast of Quapaw, and at mile 13.9. Records Include flow of Rock Creek.
DRAINAGE AREA.--2,510 ml2 , Includes that of Rock Creek.
PERIOD OF RECORD.--Duly 1939 to current year.
REMARKS. Occasional releases from flood gates at old Rlverton Hydroelectric plant.
STREAMFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1940-84
MONTHMAXIMUM MINIMUM (CFS) (CFS)
STAN DARD
DEVIA- MEAN TION (CFS) (CFS)
COEFFI- PERCENT CIENT OF OF VARI- ANNUAL ATION RUNOFF
OCTOBERNOVEMBERDECEMBER3ANUARYFEBRUARYMARCHAPRILMAY3UNEDULYAUGUSTSEPTEMBER
140009860800065007170121001510026900121001010086207300
ANNUAL 5100
76111116116129123169481233342976
191
15401820130012901740268032303350291017007631150
1950
260025101570132017102820331046202510223012601410
mo
1.7 1.* 1.21.0 0.991.11.01.40.861.31.71.2
0.58
6.67.75.55.57.411.413.814.312. 47.33.24.9
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1941-84
PERIOD(CON-ccni_oc.\*uTIVEDAYS)
137
14306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN PERCENT
250%
163199229252286329426486718
520%
7996
113125137166204241341
1010%
4756677582110131165224
205%
29334045507689119157
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 45 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 50%
520%
10 10%
254%
50 2%
100 1%
32700 55400 72100 94400 112000 130000
OKLAHOMA WEIGHTED SKEW = -0.223
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1940-84
PERIOD (CON
SECUTIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
2930023800149009550658045803760
520%
537004520028400178001180080706460
1010%
7220061100386002370015400105008230
254%
97500823005220031300200001350010300
502%
118000984006270036900233001570011800
1001%
1 380001150007330042400265001780013100
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1940-84
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
23500 7040 4040 2840 2200 1460 1030 747 541 397 288 189 137 95 70 42 9.1
128
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Fig
ure
54. D
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tion h
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rog
rap
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of
da
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charg
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es fo
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iver
near
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1
94
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u
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late
d).
ARKANSAS RIVER BASIN
07189000 ELK RIVER NEAR TIFF CITY, MO
LOCATION. Lat 36*37'50", long 94*35'12", In NE 1/4 sec.22, T.22 N., R.34 W., McDonald County, Hydrologic Unit11070208, on downstream side of second pier from right bank of bridge on State Highway 43, 0.8 mi downstream from Blackfoot Branch, 2.8 mi upstream from Buffalo Creek, 3.0 mi southeast of Tiff City, and at mile 15.8.
DRAINAGE AREA. 872 mi2 .
PERIOD OF RECORD. October 1939 to current year.
STREAHFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES
MONTH
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAY3UNE3ULYAUGUSTSEPTEMBER
ANNUAL
MAXIMUM(CFS)
294040903300249029705020612089604160257024201850
1780
MINIMUM(CFS)
265059567176
14522779141231
135
MEAN(CFS)
394632575550756120015901590908488276268
767
STAN DARD
DEVIATION(CFS)
572898653548673106013901720881558402351
418
COEFFI CIENT OFVARIATION
1.51.41.11.00.890.890.881.10.971.11.51.3
0.55
PERCENT OF
ANNUALRUNOFF
4.36.96.26.08.213.017.217.29.95.33.02.9
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1941-84
PERIOD(CONSECUTIVEDAYS)
13714306090120183
DISCHARGE, IN CFS,RECURRENCE INTERVAL,
FOR INDICATEDIN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN PERCENT
2 550% 20%
75 4078 4182 4486 4697 52119 64147 78172 95243 126
1010%
262729313544526889
205%
181820212430365167
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 45 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 50%
5 20%
10 10%
254%
18800 39200 56500 82100
OKLAHOMA WEIGHTED SKEW = -0.251
502%
100 1%
104000 127000
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1940-84
PERIOD(CON-CCpll-
TIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, ANDEXCEEDANCE PROBABILITY, IN PERCENT
250%
13500906056403620251018001500
520%
2700017300103006410427029902460
1010%
3800023700139008590561038503150
254%
53900328001900011700748050104060
502%
66900401002300014100900059104760
1001%
808004770027300168001060068405470
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1940-84
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%1%
7230 2670 1630 1200 929 622 434 311 226 164 119 80 61 43 31 18 7.4
130
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Fig
ure
55. D
ura
tion hyd
rogra
phs
of
daily
d
isch
arg
e valu
es fo
r E
lk
Riv
er
near
Tiff
City
, M
issouri,
wate
r ye
ars
1
94
6-1
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flo
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late
d).
ARKANSAS RIVER BASIN
07189500 NEOSHO RIVER NEAR GROVE, OK
LOCATION.--Lat 36°33'25", long 94*44'45", in SE 1/4 sec.27, T.25 N., R.23 E., at bridge on State Highway 25, 3.0 ml downstream from Spring Branch, 3.5 ml northwest of Grove, 8.2 ml downstream from River, and at mile 105.4.
DRAINAGE AREA.--9,969 ml2 .
PERIOD OF RECORD.--October 1924 to September 1939.
REMARKS. Some regulation at low flow by power plants above station.
STREAMFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1925-39
STAN DARD COEFFI- PERCENT DEVIA- CIENT OF OF
MONTH
OCTOBERNOVEMBERDECEMBER3ANUARYFEBRUARYMARCHAPRILMAYDUNEDULYAUGUSTSEPTEMBER
ANNUAL
MAXIMUM (CFS)
250001200079801420011700124005840036800554009220
2660022700
15800
MINIMUM (CFS)
3844503683557321010118013501110235119192
1750
MEAN (CFS)
440043703490466044704420109001050015000348035903690
6070
TION (CFS)
679037402420399031503480
15300968016600308068005500
4160
VARI ATION
1.50.850.690.860.700.791.40.921.10.891.91.5
0.69
ANNUAL RUNOFF
6.06.04.86.46.16.114.914.420.64.84.95.1
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1926-39
PERIOD (CONSECUTIVEDAYS)
137
14306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON -EXCEEDANCE PROBABILITY, IN PERCENT
250%
39043546049354671298512802210
520%
150170185203257350566711
1280
1010%
8193
103117168240436529981
205%
46536070
116175356417793
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 15 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 50%
520%
10 10%
254%
50 2%
1001%
62200 100000 125000 157000 180000 202000
WATER RESOURCES COUNCIL WEIGHTED SKEW = -0.413
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1925-39
PERIOD (CONSECUTIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR RECURRENCE INTERVAL, IN tXCEEDANCE PROBABILITY,
250%
59100495003710025600190001330010300
520%
96400861006810050700383002540019500
1010%
1210001120009080071000541003540027200
254%
15200014500012100099900771005030038700
INDICATED YEARS, AND IN PERCENT
502%
173000170000144000124000961006290048600
1001%
1940001900001670001490001170007685059600
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1925-39
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
64100 27700 14400 9030 6390 4350 3020 2250 1640 1150 848 541 376 231 151 87 45
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Fig
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56
. D
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of
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for
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ma,
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ARKANSAS RIVER BASIN
07190500 NEOSHO RIVER NEAR LANGLEY, OK
LOCATION.--Lat 36°26'15", long 95*02'44", in SE 1/4 sec. 27, T.23 N., R.21 E., Mayes County, Hydrologlc Unit 11070209, in concrete stilling well on left bank, 0.5 mi upstream from bridge on State Highway 82, 1.5 ml south of Langley, 3.6 ml downstream from Pensacola Dam, 6.3 ml upstream from Big Cabin Creek, and at mile 73.4.
DRAINAGE AREA.--10,335 mi 2 .
PERIOD OF RECORD.--October 1939 to current year.
REMARKS.--Flow regulated since 1940 by Lake 0' The Cherokees.
STREAHFLOW REGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES
MONTHMAXIMUM MINIMUM (CFS) (CFS)
MEAN (CFS)
STANDARD COEFFI- PERCENT DEVIA- CIENT OF OF TION VARI- ANNUAL (CFS) ATION RUNOFF
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAY3UNE3ULYAUGUSTSEPTEMBER
464003020025200189002350033300508007770032500679002090021300
ANNUAL 15500
386341144243321387133272677
210
560057504310391052007250
105001120010600916041304940
6880
820072704700391051007420113001460070501160035304860
3830
1.5 1.3 1.1 1.0 0.981.01.11.30.671.30.860.98
0.56
6.87.05.24.76.38.812.713.612.811.15.06.0
100
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 45 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
5 20%
10 10%
254%
502%
100 1%
49300 100000 143000 206000 259000 317000
STATION SKEW = -0.997
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1941-84
PERIOD(CONSECUTIVEDAYS)
137
14306090
120183
DISCHARGE, IN CFS,RECURRENCE INTERVAL,
FOR INDICATEDIN YEARS
NON-EXCEEDANCE PROBABILITY, IN
2 550% 20%
51 1981 23
202 48361 95687 1801250 3951900 6012410 7773140 1090
1010%
1213234680186273358537
, ANDPERCENT
205%
9.01012243992129171274
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1940-84
PERIOD (CON SECUTIVE DAYS)
DISCHARGE, RECURRENCE EXCEEDANCE
2 550% 20%
IN CFS, FOR INTERVAL, IN PROBABILITY,
10 2510% 4%
INDICATED YEARS, AND IN PERCENT
502%
1001%
1 51100 104000 136000 170000 191000 2070003 48100 94700 122000 149000 164000 1760007 40200 74100 91500 107000 115000 121000
15 31100 53800 64400 73300 77500 8030030 23400 40300 48500 55500 58900 6140060 17300 28400 33300 37100 38900 4010090 14400 22800 26100 28600 29700 30400
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1940-84
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
57700 24300 14000 12400 10800 6850 4940 3560 2520 1550 582 93 31 17 14 13 12
134
CO en
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10? to4
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50-P
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STAT
ION
NU
MB
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07
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STR
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REG
ULA
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OC
T N
OV
D
EC
JAN
FE
B M
AR
AP
R
MAY
JU
NE
JU
LY
AUG
SE
PT
Fig
ure
57. D
ura
tion hydro
gra
phs o
f daily
dis
charg
e v
alu
es fo
r N
eo
sho
R
ive
r near
La
ng
ley,
O
klah
om
a, w
ate
r ye
ars
1946-1
984 (s
tre
am
flo
w r
eg
ula
ted
).
ARKANSAS RIVER BASIN
07191000 BIG CABIN CREEK NEAR BIG CABIN, OK
LOCATION. Lat 36 C 34'06", long 95"09'07", In NE 1/4 NE 1/4 sec.15, T.24 N., R.20 E., Cralg County, Hydrologlc Unit 11070209, near downstream side of right bank end of county road bridge, 4.9 ml northeast of Big Cabin, 0.9 ml downstream from White Oak Creek, 6.8 ml upstream from Mustang Creek, and at mile 13.0.
DRAINAGE AREA.--450 ml2 .
PERIOD OF RECORD.--October 1947 to current year.
REMARKS.-- Low flow sustained by sewage from city of Vlnlta.
STREAMFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1948-84
MONTH
OCTOBERNOVEMBERDECEMBER3ANUARYFEBRUARYMARCHAPRILMAY3UNE3ULYAUGUSTSEPTEMBER
MAXIMUM(CFS)
425028301390116010602550193035802820195017601890
MINIMUM(CFS)
0.220.891.51.31.51 .4
30202.80.530.410.22
MEAN(CFS)
276302179182226519447584429257105209
STAN DARD
DEVIATION(CFS)
710568307253261561516832666473300399
COEFFICIENT OFVARIATION
2.61.91.71.41.21.11.21.41.51.82.81.9
PERCENTOF
ANNUALRUNOFF
7.48.14.84.96.114.012.015.711.56.92.85.6
ANNUAL 883 38 310 211 0.68 100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1949-84
PERIOD(CON SECUTIVEDAYS)
137
14306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN
250%
0.920.971.01.21.83.88.7
1653
520%
0.410.440.490.590.761.22.04.0
12
1010%
0.260.280.340.430.520.660.922.05.2
PERCENT
205%
0.170.190.250.340.400.430.501.12.4
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 44 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
520%
10 10%
254%
502%
1001%
14900 27000 36900 51300
OKLAHOMA WEIGHTED SKEW = -0.003
63600 77000
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1948-84
PERIOD (CONSECUTIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
102005970322019201260815645
520%
192001170063703680240015301190
1010%
267001670091805110328020901590
254%
3820024500137007190451028502130
502%
4800031600177008920548034602550
1001%
59100396002250010800650040902970
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1948-84
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
6380 1230 450 247 164 90 49 26 13 5.6 2.7 1.6 1.0 0.63 0.35 0.20 0.13
136
CO
o CO
10* s
~~
o ul
101
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a
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ER
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50-P
ER
CE
NT
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AN
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80-P
ER
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Y
STAT
ION
NU
MB
ER
071
9100
0
STR
EA
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OW
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RE
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LATE
D '. iii
OC
T N
OV
DEC
JAN
FE
B M
AR
APR
M
AY
JUN
E JU
LY
AUG
SE
PT
Fig
ure
58. D
ura
tion hydro
gra
phs of
daily
dis
charg
e va
lues
for
Big
C
abin
C
ree
k n
ea
r B
ig C
abin
, O
klahom
a,
wa
ter
ye
ars
1
95
6-1
98
4 (s
tre
am
flo
w u
nre
gu
late
d).
ARKANSAS RIVER BASIN
07191220 SPAVINAW CREEK NEAR SYCAMORE, OK
LOCATION.--Lat 36°20'07", long 94 0 38'24", in NE 1/4 NW 1/4 sec.4, T.21 N., R.25 E., Delaware County, Hydrologic Unit 11070209, on right bank 1.8 mi upstream from Cherokee Creek, 4.8 mi northeast of Row, 6.5 mi southeast of Sycamore, and at mile 35.0.
DRAINAGE AREA.--133 mi2 .
PERIOD OF RECORD.--October 1961 to current year.
STREAMFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1962-84
MONTH
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYJUNEJULYAUGUSTSEPTEMBER
MAXIMUM(CFS)
25568343729727156360034988048379
220
MINIMUM(CFS)
4.88.6
119.3
1213221915106.35.8
MEAN(CFS)
52114888498167200128134693048
STAN DARD (DEVIATION(CFS)
61185947883
15416287
188971859
^EFFICIENT OFVARIATION
1.21.61.10.920.850.920.810.681.41.40.601.2
PERCENTOF
ANNUALRUNOFF
4.39.47.37.08.113.816.510.611.05.72.54.0
ANNUAL 265 18 101 71 0.70 100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1963-84
PERIOD(CON SECUTIVEDAYS)
137
14306090120183
DISCHARGE, IN CFS,RECURRENCE INTERVAL,
FOR INDICATEDIN YEARS
NON-EXCEEDANCE PROBABILITY, IN
2 550% 20%
121213131418222735
5.65.86.26.77.89.9
121417
1010%
3.63.74.14.55.77.28.39.7
11
, ANDPERCENT
205%
2.42.52.83.24.45.56.27.28.3
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 25 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 50%
520%
10 10%
254%
50 2%
100 1%
3050 8900 15100 25900 36300
OKLAHOMA WEIGHTED SKEW = -0.259
48700
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1962-84
PERIOD (CON SECU TIVE 2 DAYS) 50%
DISCHARGE, IN CFS, FOR INDICATEDRECURRENCE INTERVAL, IN YEARS, ANDEXCEEDANCE PROBABILITY, IN PERCENT
5 20%
10 10%
254%
50 2%
100 1%
137
15306090
15001000628410287205171
382021901230752511366299
6210327017301020673479392
10400500024801390884624518
146006580312016901040731615
197008410383020001200836714
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1962-84
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
842 331 205 153 120 86 63 48 36 26 19 12 8.9 6.2 5.1 4.4 2.6
138
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ARKANSAS RIVER BASIN
07191500 NEOSHO RIVER NEAR CHOUTEAU, OK
LOCATION.--Lat 36"13'45", long 95'10'59", in SE 1/4 NW 1/4 sec.9, T.20 N., R.20 E., Mayes County, Hydrologic Unit11070209, on left bank, 300 ft downstream from Robert S. Kerr Dam, 2.2 mi northwest of Locust Grove, 10 mi northeast of Chouteau, and at mile 47.2.
DRAINAGE AREA.--11,534 mi2 .
PERIOD OF RECORD.--October 1937 to September 1950, October 1963 to current year.
REMARKS.--Flow regulated since 1940 by Lake 0' The Cherokees; flow completely regulated since 1963 by Lake Hudson.
STREAMFLOW REGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1940-50, 1964-84
MONTH
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYJUNEJULYAUGUSTSEPTEMBER
ANNUAL
MAXIMUM(CFS)
528003880032300234002650039300556009150030900339002220016000
18900
MINIMUM(CFS)
10183881897976
160122354210146532
435
MEAN(CFS)
608072605480519067109510147001300013400907047905020
8350
STAN DARD
DEVIATION(CFS)
97909990644051206310985014400166007220820044904490
4530
COEFFICIENT 0VARIATION
1.61.41.20.990.941.00.971.30.540.900.940.89
0.54
PERCENTF OF
ANNUALRUNOFF
6.17.25.55.26.79.514.712.913.49.04.85.0
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1941-50, 1965-84
PERIOD (CONSECUTIVEDAYS)
13714306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN PERCENT
250%
1341722784358051420238029703860
520%
6571
105168299646106012701570
1010%
474867104172399621716868
205%
38414771
106259375417497
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 41 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
520%
10 10%
254%
502%
1001%
56900 108000 151000 217000
STATION SKEW = -0.313
274000 338000
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1940-50, 1964-84
PERIOD (CONSECUTIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR RECURRENCE INTERVAL, IN EXCEEDANCE PROBABILITY,
250%
5880055600WOO40000301002230018400
520%
1130001030008300061200457003350026600
1010%
1 5300013 WOO10100069200519003760029300
254%
2050001710001180007^80056500WfOO31000
INDICATED YEARS, AND IN PERCENT
502%
2^0001960001270007710058^00^noo31600
1001%
282000218000mooo78^0059600^200031900
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 19W-50,
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% <fO% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
62500 31400 19900 15600 12800 8710 5840 4110 2840 1710 533 169 126 92 71 50 31
140
DISCHARGE, IN CUBIC FEET PER SECOND
o_q.q.
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- -JL. LLLLLLLL. L. JLJ_LLLill
ARKANSAS RIVER BASIN
07192000 PRYOR CREEK NEAR PRYOR, OK
LOCATION.--Lat 36*16'52", long 95'19 I 32", in SW 1/4 sec.19, T.21 N., R.19 E., on right bank at downstream site of bridge on U.S. Highway 69, 1.8 mi south of Pryor, 2.0 mi downstream from Semlnole Creek, and at mile 10.5.
DRAINAGE AREA. 229 mi 2 .
PERIOD OF RECORD.--October 1949 to December 1963.
STREAMFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1948-63
MONTH
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYOUNEDULYAUGUSTSEPTEMBER
ANNUAL
MAXIMUM(CFS)
2170374194160618531797
207012801030642845
352
MINIMUM(CFS)
0.000.000.000.010.200.005.9
110.780.000.000.00
13
MEAN(CFS)
17254343987
1591463542051428489
131
STAN DARD DEVIATION(CFS)
5371216656
162141204544387265183210
121
COEFFI CIENT OFVARIATION
3.12.21.91.41.90.891.41.51.91.92.22.4
0.92
PERCENT OF
ANNUALRUNOFF
11.03.52.22.55.6
10.29.3
22.613.19.05.45.7
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1949-63
PERIOD (CONSECUTIVEDAYS)
137
14306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN PERCENT
250%
0.000.000.000.000.060.570.931.8
12
520%
0.000.000.000.000.000.000.000.051.1
1010%
0.000.000.000.000.000.000.000.000.13
205%
0.000.000.000.000.000.000.000.000.00
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 21 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 50%
520%
10 10%
254%
502%
100 1%
5170 11600 18100 29200
OKLAHOMA WEIGHTED SKEW = 0.171
40100 53600
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1948-63
PERIOD (CONSECUTIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
332021301250702455277211
520%
76805300322017801160733545
1010%
1250088005410293018701210897
254%
217001550095805030308020601520
502%
3180022600140007160424028902150
1001%
4540032100198009870562039202930
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1948-63
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99%
2530 578 173 94 61 28 11 4.8 1.8 0.56 0.11 0.05 0.03 0.01 0.00
99.5% 99.9%
0.00 0.00
142
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ARKANSAS RIVER BASIN
07192500 NEOSHO RIVER NEAR WAGONER, OK
LOCATION.--Lat 35°56'00" long 95 0 20'00", on south line sec.22 T.17 N., R.19 E., at bridge on State Highway 51, 2.25 mi downstream from Nigger Creek, 5 mi southeast of Wagoner, 6 mi upstream from Fourteen Mile Creek, and at mile 13.7.
DRAINAGE AREA.--12,492 mi 2 .
PERIOD OF RECORD.--October 1924 to September 1949.
REMARKS.--Flow regulated since 1940 by Lake '0 The Cherokees.
STREAMFLOW REGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1940-49
MONTH
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYJUNEJULYAUGUSTSEPTEMBER
ANNUAL
MAXIMUM(CFS)
568003830014000139002920028900594009750025400351002100016300
16900
MINIMUM(CFS)
1293333633285005501470824674406245660
548
MEAN(CFS)
1070071504320543080908760
216002210016800893051106460
10400
STAN DARD
DEVIATION(CFS)
1730011400411042608210831019000280007800995058306260
5080
COEFFICIENT OFVARIATION
1.61.60.950.781.00.950.881.30.461.11.10.97
0.49
PERCENTOF
ANNUALRUNOFF
8.55.73.44.36.57.017.217.613.47.14.15.2
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1941-49
PERIOD (CONSECUTIVEDAYS)
137
14306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN PERCENT
250%
773901
1220145022002460340038204900
520%
2923073964758691100145015701840
1010%
149151184216419601799840963
205%
77.878.088.5
101200331448458522
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 10 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YLARS, AND EXCEEDANCE PROBABILITY, IN PERCENI
2 50%
520%
10 10%
254%
502%
100 1%
106000 194000 274000 405000 528000
STATION SKEW = -1.106
676000
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1940-49
PERIOD (CON SECUTIVE DAYS)
DISCHARGE RECURRENCE EXCEEDANCE
2 550% 20%
, IN CFS, FOR INTERVAL, IN PROBABILITY,
10 2510% 4%
INDICATED YEARS, AND IN PERCENT
50 2%
1001%
137
15306090
1120001080009260065900471003390026200
216000195000152000107000777005380039900
2700002310001690001 1 9000873005910043200
318000257000178000125000925006170044700
343000268000181000126000941006240045100
361000274000182000127000949006270045200
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1940-49
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
98700 43500 26200 17300 11900 7310 5660 4420 3360 2620 1830 604 298 164 99 79 61
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ARKANSAS RIVER BASIN
07193500 NEOSHO RIVER BELOW FORT GIBSON LAKE NEAR FORT GIBSON, OK
LOCATION.--Lat 35 0 51'15", long 95°13'45", in SE 1/4 NW 1/4 sec.19, T.16 N., R.20 E., Cherokee County, Hydrologic Unit 11070209, on left bank 1.1 mi downstream from Fort Gibson Dam, 3.5 mi north of Fort Gibson, and at mile 6.6.
DRAINAGE AREA.--12,495 mi 2 .
PERIOD OF RECORD.--May 1950 to current year. Prior to October 1970, published as Neosho River below Fort Gibson Reservoir near Fort Gibson.
REMARKS.--Records fair. Flow completely regulated by Fort Gibson Lake.
STREAHFLOW REGULATED
MONTH
MONTHLY AND ANNUAL MEAN DISCHARGES 1954-84
STAN DARD COEFFI- PERCENT DEVIA- CIENT OF OF
MEAN TION VARI- ANNUAL (CFS) (CFS) ATION RUNOFF
MAXIMUM MINIMUM (CFS) (CFS)
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYJUNEJULYAUGUSTSEPTEMBER
342004150040400244001930032800487006480048200335009480
20700
ANNUAL 20400
128775851
1271763475728721620185173
1160
546070205940476059609230118001260011900921039404340
7670
735093607810538061809150119001480010100789022704090
1.31.31.31.11.00.991.01.20.860.860.580.94
4730 0.62
5.97.66.45.26.510.012.813.712.910.04.34.7
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1955-84
PERIOD(CONSECUTIVEDAYS)
13714306090120183
DISCHARGERECURRENCE
, IN CFS,INTERVAL
FOR INDICATED, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN PERCENT
250%
1969
195368623120019202450
520%
132155
111234438667852
3250 1230
1010%
12122755
137237333428666
205%
1111153087136174224378
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 31 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
520%
10 10%
254%
502%
1001%
43800 76000 101000
STATION SKEW = -0.060
136000 165000 196000
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1954-84
PERIOD(CON SECUTIVEDAYS)
13715306090
DISCHARGE, IN CFS, FOR RECURRENCE INTERVAL, INEXCEEDANCE PROBABILITY,
250%
42200401003500028900224001630013700
520%
74400701006060050400388002790023400
1010%
98300914007840065400503003590030100
254%
13100011900010100084500648004620038600
INDICATED YEARS, ANDIN PERCENT
502%
15600014000011800098500754005390044800
1001%
1810001600001 34000112000858006140050900
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1954-84
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
55900 28500 17800 13800 12300 9250 5650 3790 2450 1420 647 152 33 18 16 15
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ARKANSAS RIVER BASIN
07194500 ARKANSAS RIVER NEAR MUSKOGEE, OK
LOCATION.--Lat 35°46'10", long 95°17'55", in NW 1/4 sec.21, T.15 N,, R.19 E., on downstream side of left pier of bridge on U.S. Highway 62, 1.7 ml downstream from Neosho River, 3.5 ml northeast of Muskogee, and at mile 457.8.
DRAINAGE AREA.--96,674 ml 2 of which 12,541 ml 2 is probably noncontributing.
PERIOD OF RECORD.-- October 1925 to September 1970.
REMARKS.--Some regulation since 1940 by Grand Lake; further regulation since 1941 by Great Salt Plains Lake, and since 1951 by Hulah Lake. Flow regulated since 1953 by Fort Gibson Lake.
STREAMFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1926-52
MONTHMAXIMUM MINIMUM (CFS) (CFS)
MEAN (CFS)
STAN DARD COEFFI-
DEVIA- CIENT OF TION VARI- (CFS) ATION
PERCENTOF
ANNUAL RUNOFF
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYDUNEDULYAUGUSTSEPTEMBER
11500081500308003020077200619001760002100001560001670007760045700
ANNUAL
63667474461811801380179044003410873532
1060
45900 4200
19200136009960118001410016600387004230040900235001410014400
2840016300775092501440014000455004280032500354001990013100
21600 11800
1.51.20.780.781.00.841.21.00.801.51.40.91
0.55
7.45.23.84.65.46.4
14.916.315.89.15.55.5
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1927-52
PERIOD(CON SECUTIVEDAYS)
137
14306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YtARS, AND
NON-EXCEEDANCE PROBABILITY, IN PERCENT
250%
187020202180235028003400469059908910
520%
868905950100012001590228029304260
1010%
5305445716047291040151019202730
205%
335340359386469713
105013201830
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 27 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YtARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 50%
520%
10 10%
25 4%
502%
100 1%
168000 256000 317000 394000 452000 510000
WATER RESOURCES COUNCIL WEIGHTED SKEW = -0.204
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1926-52
PERIOD (CONSECUTIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR RECURRENCE INTERVAL, IN EXCEEDANCE PROBABILITY,
250%
167000154000130000101000733005300041600
520%
2670002530002240001800001360009510073400
1010%
34100032500029000023700018300012500095500
254%
439000422000377000309000244000162000124000
INDICATED YEARS, AND IN PERCENT
502%
517000498000442000363000291000190000144000
1001%
597000576000507000416000338000217000164000
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1926-52
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
188000 97600 55500 36000 26400 16700 11800 8690 6520 4810 3500 2240 1340 733 576 445 230
148
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NU
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D
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D
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JAN
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AR
A
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JUN
E
JULY
A
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S
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T
Fig
ure
64. D
ura
tion
hydro
gra
phs
of
daily
dis
charg
e
va
lue
s
for
Ark
an
sa
s
Riv
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near
Musk
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Okl
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wa
ter
ye
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1
93
4-1
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2 (s
tre
am
flo
w unre
gula
ted).
ARKANSAS RIVER BASIN
07195500 ILLINOIS RIVER NEAR WATTS, OK
LOCATION.--Lat }6°Q7'W, long 94°34'12", in NE 1/4 sec.18, T.19 N., R.26 E., Adair County, Hydrologlc Unit 11110103, near right bank on downstream side of pier of bridge on U.S. Highway 59, 1.5 mi north of Watts, 4.5 mi downstream from Cincinnati Creek, and at mile 106.2.
DRAINAGE AREA.--635 mi 2 .
PERIOD OF RECORD.--August 1955 to current year.
REMARKS.--Some regulations at low flow by Lake Francis Dam, 0.8 mile above station. Since Ouly 2, 1957, small diversion above station for municipal water supply for city of Siloam Springs, Arkansas.
STREAMFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1956-84 MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1957-84
MONTHMAXIMUM MINIMUM (CFS) (CFS)
STAN DARD
DEVIA- MEAN TION (CFS) (CFS)
COEFFI- PERCENT CIENT OF OF VARI- ANNUAL ATION RUNOFF
OCTOBERNOVLMBL.RDKCEMBEH3ANUARYFEBRUARYMARCHAPRILMAYOUNEJULYAUGUSTSEPTEMBER
ANNUAL
192030902020166018202930335042903230181011701080
1250
2166606175114176144113513315
151
3015594954245708539641000620370236252
553
376745545367473689773959702410246264
312
1.21.31.10.870.830.810.800.961.11.11.01.0
0.56
4.5 8.4 7.4 6.4 8.6 12.814.515.19.35.63.63.8
100
PERIOD(CONSECUTIVEDAYS)
13714306090120183
DISCHARGE, IN CFS,RECURRENCE INTERVAL
FOR INDICATED, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN PERCENT
2 550% 20%
64 3675 4191 5198 54
106 58122 67145 78167 95222 120
1010%
252835374047557087
205%
182025272934415567
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1956-84
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 29 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
520%
10 10%
254%
50 2%
1001%
17300 33000 44800 60800 73100 85600
OKLAHOMA WEIGHTED SKEW = -0.413
PERIOD (CON-cc-pii
TIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
1060062503740238016701160989
520%
195001120064704050276019201620
1010%
259001490084105220351024902070
254%
3410019700109006740447032602670
502%
4020023400128007880518038603120
1001%
4620027100147009010588044903580
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1956-84
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
5230 1790 1090 815 640 462 334 246 187 145 114 81 62 45 31 18 12
150
104
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Fig
ure
6
5.
Du
rati
on
h
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rap
hs
of
daily
dis
ch
arg
e
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s
for
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95
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(str
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w
un
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ted
).
ARKANSAS RIVER BASIN
07196000 FLINT CREEK NEAR KANSAS, OK
LOCATION.--Lat 36 e 11'54", long 94 e 42'30", in SW 1/4 sec. 21, T.20 N., R.24 E., Delaware County, Hydrologlc Unit 11110103, at bridge on State Highway 33, 6.0 ml southeast of Kansas, 6.0 ml downstream from Sager Creek, and at mile 2.8.
DRAINAGE AREA.--110 ml2 .
PERIOD OF RECORD.--August 1955 to September 1976, April 1979 to current year.
REMARKS.-- Small diversion above station for Irrigation.
STREAMFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1956-76, 1980-84
MONTH
OCTOBERNOVEMBERDECEMBERDANUARYFEBRUARYMARCHAPRILMAYDUNEDULYAUGUSTSEPTEMBER
ANNUAL
MAXIMUM(CFS)
287850393385331593577783
1070262369273
296
MINIMUM(CFS)
0.739.9
11101612133825124.81.3
22
MEAN(CFS)
66130919096143184184144664956
108
STAN DARD
DEVIATION(CFS)
74204929286
139152192217607069
74
COEFFI CIENT OFVARIATION
1.11.61.01.00.900.970.831.0 1.50.901.41.2
0.68
PERCENT OF
ANNUALRUNOFF
5.110.07.06.97.4
11.014.114.211.15.13.84.3
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1957-76, 1980-84
PERIOD (CONSECUTIVEDAYS)
137
14306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN PERCENT
250%
171718192227323541
520%
7.57.78.08.69.6
12141721
1010%
4.24.34.44.85.36.98.2
1215
205%
2.32.42.52.73.03.95.08.2
12
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 27 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
520%
10 10%
254%
502%
100 1%
3360 9950 17500 31800 46600
OKLAHOMA WEIGHTED SKEW = -0.041
65700
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1956-76, 1980-84
PERIOD(CON SECUTIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, ANDEXCEEDANCE PROBABILITY,
250%
16801040664432296208173
520%
406022701350838553380313
1010%
6410344019701190767518425
254%
104005380296017301090720591
IN PERCENT
502%
141007200386022101360889732
1001%
1860093904910276316701070886
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1956-76, 1980-84
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
989 352 221 157 122 87 65 50 38 28 22 15 12 9.0 4.1 1.5 0.66
152
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6
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n
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1963-1
976,1
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984 (s
tream
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gula
ted).
ARKANSAS RIVER BASIN
07196500 ILLINOIS RIVER NEAR TAHLEQUAH, OK
LOCATION.--Lat 35°55 I 17", long 94"55'15", in SE 1/4 sec.26, T.17 N., R.22 E., Cherokee County, Hydrologic Unit11110103, near center of span on downstream side of pier of bridge, 0.2 mi downstream from U.S. Highway 62, 2.2 mi northeast of Tahlequah, 6.5 mi upstream from Baron Fork, and at mile 55.8.
DRAINAGE AREA.--959 mi2 .
PERIOD OF RECORD.--October 1935 to current year. Monthly discharge only for some periods, published in WSP 1311.
STREAHFLOV UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1936-84
MONTH
OCTOBERNOVEMBERDhCF.MHCHDANUARYFEBRUARYMARCHAPRILMAYDUNEDULYAUGUSTSEPTEMBER
ANNUAL
MAXIMUM(CFS)
281046603120292046606700686084005990249039101910
1980
MINIMUM(CFS)
7.1757874
1131471511898023113.2
193
MEAN(CFS)
4517856816961040132015201680967494355334
858
STAN DARD
DEVIATION(CFS)
58211007606799941230129017401010489593387
470
COEFFI CIENT OFVARIATION
1.31.41.10.980.960.930.851.01.00.991.71.2
0.55
PERCENT OF
ANNUALRUNOFF
4.47.66.66.710.112.814.716.39.44.83.43.2
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1937-84
PERIOD (CONSECUTIVEDAYS)
137
14306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN PERCENT
250%
0.000.00
139141148166186216290
520%
0.000.00
4951577184107150
1010%
0.000.00
182127395172
107
205%
0.000.005.88.2
1321325180
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 50 YEARS OF RECORD
DISCHARGE, FN CFS, FOR INDICATED RECURRENCE INTERVAL IN YhARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 50%
5 20%
10 10%
254%
502%
100 1%
18200 38200 55800 83300 108000 135000
OKLAHOMA WEIGHTED SKEW = -0.079
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1936-84
PERIOD (CONSECUTIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
13900965061003900273019201580
520%
2870019500115006920463032002590
1010%
4150028000159009220603041403310
254%
60900408002230012400793054204270
502%
77700520002760014900942064405010
1001%
965006440033300176001100074905770
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1936-84
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
8200 3030 1800 1360 1040 712 502 371 277 205 153 106 77 47 19 7.1 1.3
154
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Fig
ure
6
7.
Du
ratio
n hydro
gra
phs o
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aily
d
isch
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s fo
r Illin
ois
Riv
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near
Tahle
quah,
Okl
ah
om
a,
wa
ter
years
1936-1
984 (s
tre
am
flo
w unre
gula
ted).
ARKANSAS RIVER BASIN
07197000 BARON FORK AT ELDON, OK
LOCATION.--Lat 35°55'16", long 94°50'18", in SE 1/4 sec.27, T.17 N., R.23 E., Cherokee County, Hydrologic Unit11110103, on downstream side of second pier from left bank of bridge on State Highway 51, 0.4 mi southeast of Eldon, 6.0 mi downstream from Tyner Creek, and at mile 8.8.
DRAINAGE AREA.--307 mi 2 .
PERIOD OF RECORD.--October 1948 to current year. Prior to October 1970 published as Barren Fork at Eldon.
STREAMFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1949-84
MONTH
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYDUNEJULYAUGUSTSEPTEMBER
ANNUAL
MAXIMUM(CFS)
134015001030833
14401700211026101580903331927
639
MINIMUM(CFS)
2.010141525438163258.83.83.1
56
MEAN(CFS)
11222720621734045552365430315866105
280
STAN DARD
DEVIATION(CFS)
23136124622233434542655434419766
211
151
COEFFI CIENT OFVARIATION
2.11.61.21.00.980.760.810.851.11.21.02.0
0.54
PERCENT OF
ANNUALRUNOFF
3.36.76.16.4
10.113.515.519.49.04.72.03.1
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1950-84
PERIOD (CONSECUTIVEDAYS)
137
14306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN PERCENT
250%
161617192127354666
520%
7.27.47.78.39.3
11141928
1010%
4.54.64.95.25.76.98.6
1218
205%
3.03.13.23.43.74.45.67.8
13
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 37 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 50%
520%
10 10%
254%
50 2%
100 1%
13700 24700 32100 41100 47400
OKLAHOMA WEIGHTED SKEW = -0.660
53300
MAGNITUDE AMD PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1949-84
PERIOD (CONSECUTIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
71804250254015901090752616
520%
1180069803990248016501140932
1010%
14000841047402940192013401100
254%
16000978054503390218015401280
502%
169001050058403640231016501380
1001%
176001110061503850241017401470
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1949-84
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
3070 1030 595 428 329 218 148 99 66 47 32 18 12 6.3 3.5 2.7 2.0
156
01
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STR
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Fig
ure
68. D
ura
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yd
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rap
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of
da
ily d
isch
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s fo
r B
aro
n
Fo
rk
at
Eld
on,
Okla
hom
a,
wa
ter
ye
ars
1956-1
984 (s
tream
flow
unre
gula
ted).
ARKANSAS RIVER BASIN
07198000 ILLINOIS RIVER NEAR GORE, OK
LOCATION.--Lat 35'34'23", long 95 0 04'07", in NE 1/4 SW 1/4 sec.27, T.13 N., R.21 E., Sequoyah County, Hydrologic Unit 11110104, on right bank 4.5 ml downstream from Tenklller Ferry Dam, 4.5 ml northeast of Gore, and at mile 8.5.
DRAINAGE AREA.--1,626 ml 2 .
PERIOD OF RECORD.--March 1924 to April 1926, April 1939 to current year. Monthly discharge only for some periods, published In WSP 1311.
REMARKS. Flow completely regulated since Duly 1952 by Tenkiller Ferry Lake.
STREAHFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1925, 1940-53
MONTHMAXIMUM MINIMUM (CFS) (CFS)
MEAN (CFS)
STAN DARD
DEVIA TION (CFS)
COEFFI CIENT OF VARI ATION
PERCENTOF
ANNUAL RUNOFF
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYJUNEDULYAUGUSTSEPTEMBER
344068505700383070301210013800126005680227058101490
ANNUAL 3650
393128372241106126111573836
63
67913701200135022002570309037901900870774483
1680
909205015501270196031403320395015807161440401
929
1.31.51.30.940.891.21.11.00.830.821.90.83
0.55
3.36.85.96.710.812.715.218.79.44.33.82.4
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1925, 1940-53
PERIOD(CON SECUTIVEDAYS)
137
14306090
120183
DISCHARGE, IN CFS,RECURRENCE INTERVAL,
FOR INDICATEDIN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN PERCENT
2 550% 20%
170 71174 74187 82200 93230 110275 134318 155396 184639 256
1010%
36384351627891
105134
205%
181923283446546071
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 14 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 50%
520%
10 10%
254%
502%
100 1%
31700 70500 109000 175000 239000 318000
OKLAHOMA WEIGHTED SKEW = 0.172
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1925, 1940-53
PERIOD(CON SECUTIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, ANDEXCEEDANCE PROBABILITY
250%
29600240001670010200682046903730
520%
710005350032400184001170078506050
1010%
974006900038800214001330089106800
254%
1250008220043000232001420095407240
, IN PERCENT
502%
1400008850044600238001450097507390
1001%
1530009260045400241001470098507460
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1925, 1940-53
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
17000 6170 3660 2600 1980 1330 911 611 434 322 226 128 49 32 26 19 9.7
158
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JAN
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JUN
E
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A
UG
S
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Fig
ure
69. D
ura
tion h
yd
rog
rap
hs of
daily
dis
charg
e va
lues
for
Illin
ois
R
iver
ne
ar
Go
re,
Okl
ah
om
a,
wa
ter
ye
ars
1945-1
953 (s
tream
flow
unre
gula
ted).
ARKANSAS RIVER BASIN
07198000 ILLINOIS RIVER NEAR GORE, OK--Contlnued
STREAMFLOW REGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1954-84
MONTHMAXIMUM MINIMUM (CFS) (CFS)
MEAN (CFS)
STAN DARD DEVIA TION (CFS)
COEFFI- PERCENT CIENT OF OF VARI- ANNUAL ATION RUNOFF
OCTOBERNOVEMtODECEMBERJANUARYFEBRUARYMARCHAPRILMAYJUNEDULYAUGUSTSEPTEMBER
ANNUAL
248044309650395057405140698095507180805023601570
3110
74565628576170
1051411118181
280
62393112801160146015102190216016801370934660
1330
63311501820935142011601710203017501510457405
801
1.01.21.40.810.970.770.780.941.01.10.490.61
0.60
3.95.88.07.39.19.513.713.510.6 8.6 5.8 4.1
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1955-84
PERIOD(CON SECUTIVEDAYS)
137
14306090
120183
DISCHARGE, IN CFS,RECURRENCE INTERVAL,
FORIN
NON-EXCEEDANCE PROBABILITY
2 550% 20%
27 1259 25
102 41133 51198 75269 122391 180458 206566 252
10
INDICATEDYEARS, AND, IN PERCENT
2010% 5%
7.1423294280116129158
0 4.38.3
131725567885105
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 31 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 50%
520%
10 10%
254%
502%
100 1%
7050 10800 13500
STATION SKEW = 0.065
17100 20000 23100
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1954-84
PERIOD (CONSECUTIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
5980573051404240332025202190
520%
106001030097008000618046103890
1010%
13700134001270010600816060905050
254%
175001720016300137001060079806490
502%
202001980018600158001240093707530
1001%
2280022200208001790014000107008530
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1954-84
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
10600 4040 3180 2340 2030 1520 1130 805 479 247 135 76 58 44 33 19 3.8
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ARKANSAS RIVER BASIN
07228500 CANADIAN RIVER AT BRIDGEPORT, OK
LOCATION.--Lat 35'32'37", long 98'19'03", SE 1/4 NW 1/4 sec.1, T.12 N., R.11 W., Caddo County, Hydrologlc Unit11090202, on downstream side of pier near center of bridge on U.S. Highway 281, 3.3 ml east of Bridgeport, 1.6 ml downstream from Lumpmouth Creek, and at mile 263.3.
DRAINAGE AREA.--25,276 ml2 , of which 4,801 ml 2 Is probably noncontrlbutlng.
PERIOD OF RECORD.--October 1944 to September 1964; October 1969 to current year.
REMARKS.--Flow regulated since 1964 by Lake Meredith In Texas.
STREAMFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1945-63
MONTH
OCTOBERNOVEMBERDECEMBER3ANUARYFEBRUARYMARCHAPRILMAY3UNE3ULYAUGUSTSEPTEMBER
ANNUAL
MAXIMUM(CFS)
3760103016406541120526
121049602920494023601530
1150
MINIMUM(CFS)
4.48.8
1014171514187.22.30.000.27
63
MEAN(CFS)
5561241681342301922391310918949569438
488
STAN DARD
DEVIATION(CFS)
967237370154326180365
1760881
1540680523
318
COEFFI CIENT OFVARIATION
1.71.92.21.21.40.941.51.30.961.61.21.2
0.65
PERCENT OF
ANNUALRUNOFF
9.52.12.92.33.93.34.122.615.716.39.87.5
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1946-63
PERIOD(CON SECUTIVEDAYS)
137
14306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN
250%
1.62.23.04.99.0
223648106
520%
0.000.000.000.002.08.1
121734
1010%
0.000.000.000.000.004.57.19.5
17
PERCENT
205%
0.000.000.000.000.002.74.45.99.7
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 19 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
520%
10 10%
254%
502%
100 1%
28300 52400 72400 102000 127000 156000
WATER RESOURCES COUNCIL WEIGHTED SKEW = -0.006
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1945-63
PERIOD (CONSECUTIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
152001100066103680223014101060
520%
2590019400118006790435028102110
1010%
3290024400151008870585038702940
254%
41300299001870011300774052804090
502%
47000333002110013100910063505010
1001%
524003630023200146001040074205970
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1945-63
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOH INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
8640 2260 927 488 291 145 80 49 31 21 15 7.6 2.4 0.06 0.03 0.01 0.00
162
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ARKANSAS RIVER BASIN
07228500 CANADIAN RIVER AT BRIDGEPORT, OK--Continued
STREAMFLOW REGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1964, 1970-84
MONTH
OCTOBERNOVEMBERDECEMBEROANUARYFEBRUARYMARCHAPRILMAYOUNE3ULYAUGUSTSI I 1 1 1 MRF.H
ANNUAL
MAXIMUM(CFS)
40315303773534751910101024402210500
1040?41
509
MINIMUM(CFS)
7.018162337512113133.20.141.1
70
MEAN(CFS)
9320210213222235429572044998
10049
235
STAN DARD
DEVIATION(CFS)
1394029610314045428273255414325366
133
COEFFI CIENT OFVARIATION
1.52.00.940.780.631.30.951.01.21.52.51.3
0.57
PERCENT OF
ANNUALRUNOFF
3.37.23.64.77.912.610.525.615.93.53.61.7
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1971-84
PERIOD (CONSECUTIVEDAYS)
137
14306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN PERCENT
250%
3.94.24.76.28.8
15223350
520%
0.000.000.000.851.36.09.3
1322
1010%
0.000.000.000.000.323.35.18.1
15
205%
0.000.000.000.000.081.92.95.2
10
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 16 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 50%
5 20%
10 10%
254%
502%
1001%
15600 29300 43000
STATION SKEW = 0.790
67600 92600 125000
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1964, 1970-84
PERIOD (CON-
TIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR RECURRENCE INTERVAL, IN EXCEEDANCE PROBABILITY,
250%
104006040325017401090702539
520%
17800101005490300018901200901
1010%
238001320072103970250015701160
254%
327001740096005330333020501500
INDICATED YEARS, AND IN PERCENT
502%
4030020800115006430399024201750
1001%
4870024500136007600468028002010
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1964, 1970-84
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
3430 732 405 296 233 150 92 59 38 24 16 7.5 3.2 0.01 0.00 0.00 0.00
164
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ARKANSAS RIVER BASIN
07229100 CANADIAN RIVER NEAR NOBLE, OK
LOCATION. Lat 35°04'55", long 97"22'52", in N 1/2 sec.14, T.7 N. f R.2 W., McClain county, on right bank 80 ft upstream from the Atchison, Topeka, and Santa Fe Railway Co. bridge, 3.6 mi upstream from Chouteau Creek, 3.8 mi south of Noble, and at mile 190.8.
DRAINAGE AREA.--25,911 mi 2 , of which 4,801 mi 2 is probably noncontributing.
PERIOD OF RECORD. October 1959 to Dune 1961 (published as "at Purcell"), October 1963 to September 1975 (discontinued).
REMARKS.--Flow regulated since 1964 by Lake Meredith in Texas. Extreme low flow sustained by sewage from city of Norman.
STREAMFLOW REGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1964-75
MONTH
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAY3UNE3ULYAUGUSTSEPTEMBER
ANNUAL
MAXIMUM(CFS)
3261820580593989
28502210300024209744831250
1030
MINIMUM(CFS)
4.28.8
122117372015252.69.19.1
77
MEAN(CFS)
148349164178267562453723672136114271
336
STAN DARD
DEVIATION(CFS)
124516168161250824598902713272155346
288
COEFFI CIENT OFVARIATION
0.841.51.00.900.941.51.31.21.12.01.41.3
0.86
PERCENT OF
ANNUALRUNOFF
3.78.64.14.46.613.911.217.916.73.42.86.7
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1965-75
PERIOD(CON SECUTIVEDAYS)
137
14306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN PERCENT
250%
2.52.62.83.77.0
18365899
520%
1.01.11.22.03.68.2
132547
1010%
0.620.640.721.42.75.67.9
1631
205%
0.390.400.451.02.24.15.2
1021
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 12 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 50%
5 20%
10 10%
254%
502%
1001%
15600 23600 29800
STATION SKEW = O.J77
38700 46200 54500
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1964-75
PERIOD (CONSECUTIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
80004680253015301030690562
520%
14300867045902780201014201130
1010%
194001230063903840293021201670
254%
267001810092205450449033002600
502%
3280023400118006870600044203510
1001%
3950029800148008480785057904630
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1964-75
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
4880 1410 701 437 303 184 122 80 49 28 12 5.7 4.0 2.2 0.99 0.61 0.28
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ARKANSAS RIVER BASIN
07229300 WALNUT CREEK AT PURCELL, OK
LOCATION.--Lat 34 0 59'56", long 97°22'00", NW 1/4 NW 1/4 sec.13, T.6 N., R.2 W., McClain County, Hydrologic Unit 11090202, on downstream side of right bank pier of bridge on U.S. Highway 77, at south edge of Purcell, and at mile 1.0.
DRAINAGE AREA.--202 mi 2 .
PERIOD OF RECORD.--Water years 1951-55, 1958-65 (occasional low-flow measurements). October 1965 to current year.
STREAHFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1966-84
MONTH
OCTOBERNOVEMBERDECEMBER3ANUAHYFEBRUARYMARCHAPRILMAYOUNEOULYAUGUSTSEPTEMBER
ANNUAL
MAXIMUM(CFS)
140018784476819317959935527661305
153
MINIMUM(CFS)
0.302.82.63.91.73.37.55.15.91.00.240.28
12
MEAN(CFS)
10532202228455613889331936
52
STAN DARD
DEVIATION(CFS)
31643191321504816298642073
40
COEFFI CIENT OFVARIATION
3.01.40.920.600.731.10.861.21.11.91.12.1
0.77
PERCENT OF
ANNUALRUNOFF
16.85.13.33.64.57.29.1
22.214.35.43.05.7
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1967-84
PERIOD(CON SECUTIVEDAYS)
137
14306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN
250%
0.710.750.901.02.14.17.19.7
14
520%
0.010.090.130.250.541.22.13.04.9
1010%
0.000.000.000.120.260.571.01.52.8
PERCENT
205%
0.000.000.000.060.140.310.540.781.7
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 19 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
5 20%
10 10%
254%
50 2%
1001%
7260 15800 24700 40900 57600 79400
OKLAHOMA WEIGHTED SKEW = 0.454
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1966-84
DISCHARGE, IN CFS, FOR INDICATEDPERIOD (CON SECU TIVE DAYS)
RECURRENCE INTERVAL, IN EXCEEDANCE PROBABILITY,
2 50%
5 20%
10 10%
254%
YEARS, AND IN PERCENT
502%
1001%
137
15306090
2280103054131919012497
582025201270718412256196
10100426020601130636378289
188007820358018801030579444
2880011900520026501430765591
4300017600740036301930987769
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1966-84
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
660 127 70 50 40 27 19 15 11 6.6 3.8 0.99 0.38 0.19 0.05 0.00 0.00
168
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ARKANSAS RIVER BASIN
07230000 LITTLE RIVER BELOW LAKE THUNDERBIRD NEAR NORMAN, OK
LOCATION.--Lat 35°13'18", long 97°12'49", In NE 1/4 SE 1/4 sec.29, T.9 N., R.I E., Cleveland County, Hydrologlc Unit, 11090203, at right bank of outlet channel, 170 ft upstream from State Highway 9, 1,200 ft downstream from Lake Thunderblrd, 1.0 ml upstream from Prairie Creek, 13.0 ml east of Norman, and at mile 96.2.
DRAINAGE AREA.--257 ml 2 .
PERIOD OF RECORD.--October 1952 to current year. Prior to October 1964, published as Little River below Hog Creek near Norman.
REMARKS.--Flow regulated by Lake Thunderblrd since March 1965. In prior years, occasional small diversions above station for Irrigation.
STREAHFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1953-64
MONTH
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYJUNEDULYAUGUSTSEPTEMBER
ANNUAL
MAXIMUM(CFS)
2861129193
14290
222116078126741187
200
MINIMUM(CFS)
0.040.551.32.21.92.36.39.52.30.260.000.00
12
MEAN(CFS)
60212318242769
213132611343
59
STAN DARD
DEVIATION(CFS)
98333026392863333232981362
57
COEFFI CIENT OFVARIATION
1.61.51.31.41.61.10.911.61.81.61.01.4
0.97
PERCENT OF
ANNUALRUNOFF
8.53.03.32.63.43.89.730.218.88.61.86.1
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1954-64
PERIOD(CON SECUTIVEDAYS)
13714306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN
250%
0.750.951.31.82.36.07.27.7
14
520%
0.000.000.070.150.311.01.11.73.1
1010%
0.000.000.000.010.020.090.150.701.3
PERCENT
205%
0.000.000.000.000.000.000.000.320.62
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 12 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
520%
10 10%
254%
502%
1001%
5720 10600 15300 23500
OKLAHOMA WEIGHTED SKEW = 0.688
31600 42000
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1953-64
PERIOD (CONSECUTIVEDAYS)
13715306090
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
2460131063135820812292
520%
511026201240732445265204
1010%
8100401018801130711435336
254%
141006660303018901240793615
502%
2090095204240270018401220944
1001%
304001340058403790267018401430
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1953-64
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%1%
1030 154 67 33 20 12 7.8 5.5 3.1 1.8 0.54 0.24 0.08 0.04 0.02 0.00
170
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ARKANSAS RIVER BASIN
07230000 LITTLE RIVER BELOW LAKE THUNDERBIRD NEAR NORMAN, OK--Contlnued
STREAMFLOW REGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1965-84
MONTH
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYJUNEJULYAUGUSTSEPTEMBER
MAXIMUM(CFS)
251626625095147162267512109374.7
MINIMUM(CFS)
0.160.180.130.170.180.180.180.160.150.120.190.20
MEAN(CFS)
19434.73.0
1324273772132.30.71
STAN DARDDEVIATION(CFS)
601411411J1465472
138308.30.95
COEFFICIENT 0VARIATION
3.23.33.13.82.41.92.01.91.92.33.51.3
PERCENTF OF
ANNUALRUNOFF
7.216.51.81.25.09.5
10.314.328.05.00.90.3
ANNUAL 96 0.22 21 32 1.5 100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1966-84
PERIOD(CON SECUTIVEDAYS)
137
14306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AMD
NON-EXCEEDANCE PROBABILITY, IN PERCENT
250%
0.360.370.370.370.390.400.420.430.44
520%
0.230.230.240.240.260.260.270.280.29
1010%
0.160.160.170.180.200.210.220.230.24
205%
0.120.120.130.140.150.160.170.180.19
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 19 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 50%
520%
10 10%
254%
502%
1001%
205 782 1360
STATION SKEW = -0.930
2200 2860 3510
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1965-84
PERIOD (CON-SECUTIVE
DAYS)
137
15306090
DISCHARGE, IN CFS, FOR RECURRENCE INTERVAL, IN EXCEEDANCE PROBABILITY,
250%
242016129.26.85.6
520%
3543192671981338463
1010%
142013801200870559327236
254%
6180600051004320268014601010
INDICATED YEARS, AND IN PERCENT
502%
15800157001400012300751039202660
1001%
367003500032300320001920096706450
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1965-84
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCF.NT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
527 164 1.0 0.83 0.72 0.63 0.55 0.50 0.45 0.41 0.33 0.21 0.18 0.12 0.11 0.10 0.10
172
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ARKANSAS RIVER BASIN
07230500 LITTLE RIVER NEAR TECUMSEH, OK
LOCATION.--Lat 35"10'25", long 96 0 55'50", near northwest corner sec.18, T.8 N., R.4 E., Pottawatomie County, Hydrologlc Unit 11090203, on downstream side of center pier of bridge on U.S. Highway 177, 1.5 mi downstream from Dance Creek, 5.0 mi south of Tecumseh, and at mile 77.2.
DRAINAGE AREA.--456 mi 2 .
PERIOD OF RECORD.--October 1943 to current year. Monthly discharge only for some periods, published in WSP 1311.
REMARKS.-- Flow regulated or diverted since 1965 by Lake Thunderbird, 19.2 mi upstream.
STREAHFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES
MONTH
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYJUNEJULYAUGUSTSEPTEMBER
MAXIMUM(CFS)
729179189243380913130019401320589232880
MINIMUM(CFS)
0.000.893.54.32.96.3
21266.80.190.000.00
MEAN(CFS)
964451447713021450533414037
108
STAN DARDDEVIATION(CFS)
178545757
10320130949439617850
211
COEFFICIENT 0VARIATION
1.81.21.11.31.31.51.40.981.21.31.32.0
PERCENTF OF
ANNUALRUNOFF
5.42.52.92.54.37.312.028.418.87.92.16.1
ANNUAL 449 29 149 116 0.78 100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1945-64
PERIOD(CON SECUTIVEDAYS)
13714306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN PERCENT
250%
2.22.52.83.85.8
11141829
520%
0.000.000.000.000.641.22.14.07.4
1010%
0.000.000.000.000.000.180.451.63.2
205%
0.000.000.000.000.000.000.000.701.5
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 21 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 50%
520%
10 10%
254%
50 2%
1001%
9080 16600 24100 37300 50700
OKLAHOMA WEIGHTED SKEW = 0.808
67900
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1944-64
PERIOD (CON SECUTIVE 2 DAYS) 50%
DISCHARGE, IN CFS, FOR RECURRENCE INTERVAL, IN EXCEEDANCE PROBABILITY,
5 10 2520% 10% 4%
INDICATED YEARS, AND IN PERCENT
50 100 2% 1%
13715306090
560031901660950576363289
109006250313017601110717577
1610089704380242015801040833
250001330062603400230015601240
337001720078804230294020401600
445002180097005140366026202020
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1944-64
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%1%
2970 463 205 123 83 50 34 23 16 9.8 5.4 2.0 0.10 0.04 0.02 0.01 0.00
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ARKANSAS RIVER BASIN
07230500 LITTLE RIVER NEAR TECUMSEH, OK Continued
STREAMFLOW REGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1965-8*
MONTH
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYJUNE3ULYAUGUSTSEPTEMBER
MAXIMUM(CFS)
89862811313*183*9*629587635160116*77
MINIMUM(CFS)
0.012.32.12.72.1**.55.69.35.51.*0.000.22
MEAN(CFS)
109972333*5811201981773218**
STAN DARDDEVIATION(CFS)
22116*293556118133190225**29107
COEFFICIENT 0VARIATION
2.01.71.31.11.31.51.10.961.31.*1.62.*
PERCENTIF OF
ANNUALRUNOFF
11.210.02.33.3*.68.312.320.318.23.31.8*.5
ANNUAL 253 9.3 81 6* 0.78 100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1966-8*
PERIOD(CON-
TIVEDAYS)
137
1*306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN PERCENT
250%
0.000.000.000.160.932.95.37.3
13
520%
D.OO0.000.000.000.070.711.22.3*.2
1010%
0.000.000.000.000.000.300.**1.22.3
205%
0.000.000.000.000.000.1*0.180.651.*
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 20 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
520%
10 10%
25*%
502%
1001%
5030 7050 8*80
STATION SKEW = -1.273
moo 11900 13*00
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1965-8*
PERIOD(CON-
TIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR RECURRENCE INTERVAL, IN
EXCEEDANCE PROBABILITY,
250%
332017009255*8356223167
520%
*98028501530939663**2339
1010%
56503*7018*01170880610*70
25*%
6160*09021301*2011508*0666
INDICATED YEARS, AND
IN PERCENT
502%
6390**502280157013*01020818
1001%
6530*7*02390170015301200975
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1965-8*
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% *0% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
1250 *16 191 87 *8 23 15 9.8 6.2 3.7 2.2 0.*2 0.01 0.00 0.00 0.00 0.00
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ARKANSAS RIVER BASIN
07231000 LITTLE RIVER NEAR SASAKWA, OK
LOCATION.--Lat 34'59 I 02", long 96"33'01", NE 1/4 sec.22, T.6 N., R.7 E., Semlnole County, Hydrologlc Unit 11090203, near left abutment on downstream side of county road bridge, 2.8 ml northwest of Sasakwa, 8.7 ml downstream from Salt Creek, and at mile 24.1.
DRAINAGE AREA.--865 ml 2 .
PERIOD OF RECORD.--September 1942 to current year. Monthly discharge only for some periods, published In WSP 1311.
REMARKS.--Flow regulated by Lake Thunderblrd 72.3 ml upstream since March 1965.
STREAMFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES
MONTH
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAY3UNE3ULYAUGUSTSEPTEMBER
ANNUAL
MAXIMUM(CFS)
2100735938725
12403080336046303670230015201120
1110
MINIMUM(CFS)
0.003.31.92.39.7
143397162.70.380.00
50
MEAN(CFS)
283150162124199375577
1390848420160218
410
STAN DARD
DEVIATION(CFS)
53920822619129665181012901110590329349
293
COEFFI CIENT OFVARIATION
1.91.41.41.51.51.71.40.931.31.42.11.6
0.72
PERCENT OF
ANNUALRUNOFF
5.83.13.32.54.17.611.828.317.38.63.34.4
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1944-64
PERIOD(CON SECUTIVEDAYS)
137
14306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON -EXCEEDANCE PROBABILITY, IN PERCENT
250%
2.93.44.16.2
1125344167
520%
0.040.150.430.631.64.34.68.4
16
1010%
0.000.000.000.000.060.200.903.17.0
205%
0.000.000.000.000.000.000.011.33.3
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 22 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 50%
520%
10 10%
254%
502%
100 1%
13000 25200 35700 51800 65900 81800
OKLAHOMA WEIGHTED SKEW = 0.020
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1943-64
PERIOD (CON SECU TIVE 2 DAYS) 50%
DISCHARGE, IN CFS, FOR INDICATEDRECURRENCE INTERVAL, IN YEARS, ANDEXCEEDANCE PROBABILITY, IN PERCENT
520%
10 10%
254%
502%
1001%
11500 21400 28600 38300 45600 5310037
15306090
89005000275016601060834
1640090605030315020301620
22100122006850435028202240
30000165009460609039603120
362001990011600755049003840
428002350013900913059304590
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1943-64
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
6860 1900 697 382 248 131 83 56 38 25 13 5.2 1.3 0.07 0.04 0.02 0.00
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gula
ted).
ARKANSAS RIVER BASIN
07231000 LITTLE RIVER NEAR SASAKWA, OK--Continued
STREAMFLOW REGULATED
MOUTH
MONTHLY AND ANNUAL MEAN DISCHARGES 1965-84
STAN DARD COEFFI- PERCENT DEVIA- CIENT OF OF
MEAN TION VARI- ANNUAL (CFS) (CFS) ATION RUNOFF
MAXIMUM MINIMUM (CFS) (CFS)
0.000.010.301.71.8 7 A
173111 2.0
ANNUAL 629 19
2892938786
1852573576314967623
239
6094381531062733343526406019436
192
163
2.11.51.81.21.51. 30.991.01.21.21.52.1
0.68
10.110.23.03.06.49.012.422.017.22.60.83.3
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1966-84
PERIOD(CON SECUTIVEDAYS)
13714306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YLARS, AMD
NON-EXCEEDANCE PROBABILITY, IN
250%
0.000.000.030.160.512.95.0
1134
520%
0.000.000.000.000.030.340.441.66.0
1010%
0.000.000.000.000.000.000.080.422.3
PERCENT
205%
0.000.000.000.000.000.000.000.000.96
MAGNMUOE AND PROBABILITY OF INSHNTANEOUS PEAK FLOW IJA5I.O ON 20 YLARS Of RECORD
DISCHAKGI , IN CFS, FOR ItlDtCARD RECURRENCE INTERVALIN VURS, Ann EXCFFDANCE PROBABILITY, IN PERCENT3
50%5
20*10 10%
?54%
50 2%
100 1%
6650 10400 I2900
SIM rotl SKFW - -1.135
15800 17900 19800
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1965-84
PERIOD (CONSECUTIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR RECURRENCE INTERVAL , TN FXCEFDANCE PROBABILITY,
250%
56704510313019701250765590
520%
9350746047402820198013201020
1010%
1120088805290307023001 5901250
254%
129001010056303200256018401470
INDICATED YEARS, AND IN PERCENT
502%
139001080057603250268019801600
1001%
146001120058203270276020801700
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1965-84
DISCHARGE, 111 CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 93% 99% 99.5% 99.9%
3740 II50 598 356 217 96 50 30 18 6.8 2.2 0.30 0.01 0.00 0.00 0.00 0.00
180
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Fig
ure
8
0.
Du
ratio
n h
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rap
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of
daily
d
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e valu
es fo
r L
ittle
R
iver
ne
ar
Sa
sa
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wate
r ye
ars
1966-1
984 (s
tre
am
flo
w re
gu
late
d).
ARKANSAS RIVER BASIN
07231500 CANADIAN RIVER AT CALVIN, OK
LOCATION.--Lat 34°58'32", long 96°14'24", In NE 1/4- SW 1/4- sec.22, T.6 N., R.10 E., Hughes County, Hydrologlc Unit 11090202, near left bank on downstream side of pier of bridge on old U.S. Highway 75, 0.5 ml northeast of Calvin, 2.A ml upstream from Shawnee Creek, 8.5 ml downstream from Little River, and at mile 93.9.
DRAINAGE AREA.--27,952 ml 2 , of which 4,801 ml 2 Is probably noncontrlbutlng.
PERIOD OF RECORD.--January 1905 to December 1908 {gage heights and discharge measurements only except for period Duly 1905 to December 1906), October 1938 to September 1942, Duly 1944 to current year. Monthly discharge only for some periods, published In WSP 1311. Gage-height records collected In this vicinity since 1904 are contained In reports of National Weather Service.
REMARKS.--Flow regulated since 1964 by Lake Meredith In Texas.
STREAMFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1906, 1939-42, 1945-63
MONTH
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYJUNEJULYAUGUSTSEPTEMBER
ANNUAL
MAXIMUM (CFS)
2150053203730278044208000148001620015400967084006470
5510
MINIMUM (CFS)
0.101021164459463766518160.00
393
MEAN (CFS)
21207997475858621170240049404000226013601670
1910
STAN DARD COEFFI-
DEVIA- CIENT OF TION VARI- (CFS) ATION
4460 2.111909556901040168033704740 (3990229019002120
.5
.3
.2
.2
.4
.4).96.0.0.4.3
1310 0.68
PERCENT OF
ANNUAL RUNOFE
9.33.53.32.63.85.1
10.521.617.59.95.97.3
100
MAGNITUDE AND PROBABILITY OF ANNUM. LOW FLOW BASED ON PERIOD OF RECORD 1940-42, 1946-63
PERIOD(CON SECUTIVEDAYS)
137
14306090120183
DISCHARGERECURRENCE
, IN CIS,INILHVAL
f-OR INDICATED, IN YEARS,
NON-LXCFEDANC1 PROBABILITY, IN
250%
1719233153
112167230419
520*
1.21.52.02.93.3
192953
108
1010*
0.000.000.000.000.345.59.0
2249
ANDPERCENT
205%
0.000.000.000.000.000.203.1
1025
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 29 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 50%
520%
10 10%
254%
502%
100 1%
68800 112000 143000 186000 220000 255000
WATER RESOURCES COUNCIL WEIGHTED SKEW = -0.081
MAGNITUPr AND PROBABILITY Of ANNUAI H1CII HOW BASED ON PL'RIOD Ol Kl CORD 1906, 1939-42, 1945-6
PERIOD(CON SECUTIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR INDICATED RECURREIICL INTERVAL, IN YEARS, ADDEXCEI DANCL PROBABILITY
250%
44100297001830011100707046403690
520%
712004690030200187001270085506780
1010%
89900586003880024300173001 1 8009250
254%
114000734005000032 1 00240001670012800
, IN PERCENT
502%
1 3 1 90084300586003S200296002080015800
1001%
14980095000674004470035700255001 9000
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1906, 1939-42, 1945-63
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PFRCFNT 01 TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5* 99.9%
27500 9610 4460 2690 1830 916 543 344 225 138 71 25 8.9 0.75 0.07 0.03 0.01
182
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on
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1945-1
963 (s
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).
ARKANSAS RIVER BASIN
07231500 CANADIAN RIVER AT CALVIN, OK--Continued
STREAMFLOW REGULATED
MONTH
MONTHLY AND ANNUAL MEAN DISCHARGES 1964-84
STAN DARD COEFFI- PERCENT
DtVIA- CILNT OF OF MEAN TION VARI- ANNUAL (CFS) (CFS) AT ION RUNOFF
MAXIMUM MINIMUM (CFS) (CFS)
OCIOliFR NOVLMHI If 1)1 Ct MBI R .'1ANUAIIY I I DRDARY MARCH APRIL MAY 3UNE .'JU1 Y AUGUST SLPTLMHLR
ANNUAL
7SIO 1)160 2240 1770 3320 61 30
9560 6070 2? 9076?
2360
0.803.87.817?321 111 19534110.07 0.60
2560 184
117010404264578161190148028302040444169456
1040
21401460555424941142014802450174057518666!
671
1.81.41.30.931.21.21.00.860.861.31.11.5
0.64
9.48.33.43.66.59.511.822.616.33.51.43.6
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASLD ON PERIOD OF RLCORD 1965-84
PERIOD (CONSECUTIVEDAYS)
137
14306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-CXCEEDANCE PROBARILITY, IN PERCENT
250%
2.12.95.19.2
206086134258
520%
0.000.000.481.64.19.1
193275
1010%
0.000.000.000.461.32.37.3
1337
205%
0.000.000.000.000.000.622.95.8
20
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASI 1) ON 21 YEARS OF RLCORD
DISCHARGI , IN CIS, FOR INIJICATLD RFCURRENCE INTERVAL IN YIARS, AND FXC1 FDANCL PROBABILITY, IN PERCENT
50%5
20%254%
502%
1001%
41400 70200 92300 123000 149000 176000
STATION SKFW = -1.016
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLDW RASED ON PERIOD OF RECORD 1964-84
PERIOD (CON-SECU-1 IVFDAYS)
137
15306090
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
i.
50%
2720018800118007170465030902)40
520%
47500305001780010800744050803880
1010%
59600364002060012500885061504770
254%
727004210023100140001020072205730
502%
808004520024300147001090078306330
1001%
878004760025200152001140083206830
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1964-84
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
14100 4590 2440 1560 1060 582 367 244 153 82 36 12 3.8 0.42 0.04 0.02 0.00
184
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JAN
FE
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JUN
E
JULY
AU
G
SEPT
Fig
ure
8
2.
Du
ratio
n h
ydro
gra
phs
of
da
ily
dis
ch
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e va
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for
Canid
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at
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ter
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1966-1
984 (s
tre
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late
d).
ARKANSAS RIVER BASIN
07232000 GAINES CREEK NEAR KREBS, OK
LOCATION.-- Lat 34°58'46", long 95°37'18", in SW 1/4 NE 1/4 sec.21, T.6 N., R.16 F, on downstream side of right pier of abandoned county road bridge, 0.8 rni upstream from Nutter Creek and 6.5 ml northeast of Krebs.
DRAINAGE AREA.--588 ml 2 .
PERIOD OF RECORD. October 1942 to September 1963.
STREAHFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1943-63
MONTH
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYJUNEJULYAUGUSTSEPTEMBER
ANNUAL
MAXIMUM(CFS)
218022002780mo267045604930546041003160709
2890
1430
MINIMUM(CFS)
0.000.001.34.0
192728983.10.650.000.00
83
MEAN(CFS)
1953094033377469119991470608415100295
564
STAN DARD
DEVIATION(CFS)
481601688383791101012001470974755187643
347
COEFFI CIENT OFVARIATION
2.51.91.71.11.11.11.2,1.01.61.81.92.2
0.61
PERCENT OF
ANNUALRUNOFF
2.94.65.95.011.013.414.721.69.06.11.54.4
100
MAGNITUDE AND PROBABILITY OF ANNUAL. LOW FLOW BASED ON PERIOD OF RECORD 1944-63
PERIOD(CON SECUTIVEDAYS)
137
14306090120183
DISCHARGE, IN CIS, \ OR INDICATED RECURRENCE INTERVAL, TN Yl ARS, AND
NON-EXCEFDAMQ PROBABILITY, IN
250%
0.000.000.100.361.56.?
102475
520%
0.000.000.000.000.000.220.583.2
15
1010%
0.000.000.000.000.000.000.000.805.5
PERCENT
205%
0.000.000.000.000.000.000 . 000.002.?
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 21 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
520%
10 10%
254%
502%
1001%
12200 23300 33700 51200
OKLAHOMA WEIGHTED SKEW = 0.472
68100 88900
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1943-63
PERIOD (CON SECUTIVE DAYS)
DISCHARGE RECURRENCE EXCEEDANCE
2 550% 20%
, IN CFS, FOR INTERVAL, IN PROBABILITY,
10 2510% 4%
INDICATED YLARS, AND IN PERCENT
50 100 2% 1%
10700 19300 27300 41000 54200 7050037
15306090
904060403540226015501250
16100104DO5800382026602160
?2200136007330491034202770
31800179009230629043503510
403002130010610732050204030
503002490011950832056604520
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1943-63
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
9160 3240 1360 619 342 155 84 44 23 11 3.0 0.49 0.08 0.03 0.02 0.01 0.00
186
00
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Fig
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83
. D
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1945-1
963
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ARKANSAS RIVER BASIN
07232500 BEAVER RIVER NEAR GUYMON, OK (Headwater of the North Canadian River)
LOCATION.--Lat 36°43'24", long 10r29'30", NW 1/4 SW 1/4 sec.18, T.3 N., R.15 E., Texas County, Hydrologlc Unit 11100101, near center of span on downstream side of pier of bridge on U.S. Highway 64 at Dry Sand Draw, 1.2 ml upstream from Goff Creek, 2.5 mi north of Guymon, and at mile 650.7.
DRAINAGE AREA.--2,139 mi 2 , which includes that of Dry Sand Draw and of which 964 ml 2 is probably noncontrlbuting.
PERIOD OF RECORD.--October 1937 to current year. Monthly discharge only for some periods, published In WSP 1311. Prior to October 1970, published as North Canadian River near Guymon.
STREAMFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1938-84
MONTH
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYDUNLJULYAUGUSTSEPTEMBER
MAXIMUM(CFS)
2268914131526
330418370270296826
MINIMUM(CFS)
0.000.000.000.000.000.750.170.500.000.000.000.00
MEAN(CFS)
146.96.27.08.08.5
184448373339
STAN DARD (DEVIATION(CFS)
40133.43.33.64.4
4981786355
136
:OEFFI-CIENT OFVARIATION
3.01.90.560.470.450.512.81.91.61.71.73.5
PERCENTOF
ANNUALRUNOFF
5.02.62.32.63.03.26.616.418.013.712.314.4
4NNUAL 138 0.51 22 24 1.1 100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1939-84
PERIOD(CON SECUTIVEDAYS)
137
14306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN
250%
0.000.000.000.050.240.811.62.64.4
520%
0.000.000.000.000.000.000.180.521.4
1010%
0.000.000.000.000.000.000.000.000.61
PERCENT
205%
0.000.000.000.000.000.000.000.000.14
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 48 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
520%
10 10%
254%
50 2%
1001%
5230 16500 28200 47600 65100 84800
OKLAHOMA WLIGHTEf) SKEW = -0.491
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1938-84
PERIOD (CONSECUTIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
1170520255134794937
520%
3680160076839422113097
1010%
597026401280657363213158
254%
9220423020901090601356264
502%
11700554027901490819491367
1001%
142006920356419401072653491
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1938-84
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%1%
312 27 16 12 10 7.5 6.1 4.6 3.1 1.5 0.53 0.01 0.00 0.00 0.00 0.00 0.00
188
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Fig
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8
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1946-1
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ARKANSAS RIVER BASIN
07233000 COLDWATER CREEK NEAR HARDESTY, OK
LOCATION.--Lat 36°38'38", long 10ri2'38" f in NW 1/4 NE 1/4 sec.15, T.2 N., R.17 E., on downstream side of piling near center of bridge on State Highway 3, 2.0 ml northwest of Hardesty and at mile 5.7.
DRAINAGE AREA.--1,967 ml 2 , of which 1,200 ml 2 Is probably noncontrlbutlng.
PERIOD OF RECORD.--dune 1939 to September 1964.
STREAMFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1940-64
MONTH
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYDUNEDULYAUGUSTSEPTEMBER
MAXIMUM(CFS)
625229.4
11101422336380353121226
MINIMUM(CFS)
0.000.000.000.001.62.11.90.830.000.000.000.00
MEAN(CFS)
303.33.74.85.66.26.0
3632321511
STAN DARD
DEVIATION(CFS)
1254.52.52.72.43.24.17677703245
COEFFICIENT OFVARIATION
4.21.40.690.570.420.510.672.12.42.22.23.9
PERCENTOF
ANNUALRUNOFF
16.21.82.02.63.13.43.2
19.217.417.08.06.2
ANNUAL 95 1.4 16 21 1.4 100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1941-64
PERIOD (CONSECUTIVEDAYS)
137
14306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN PERCENT
250%
0.000.000.000.000.000.000.241.342.5
520%
0.000.000.000.000.000.000.000.080.98
1010%
0.000.000.000.000.000.000.000.000.52
205%
0.000.000.000.000.000.000.000.000.19
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 26 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
520%
10 10%
254%
50 2%
100 1%
2530 7990 13800 23500
OKLAHOMA WEIGHTED SKEW = -0.442
32400 42800
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1940-64
PERIOD (CONSECUTIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
65029914172412720
520%
22009994842491378260
1010%
40321820905478260154109
254%
751233701730960523308215
502%
11100495026101510828490339
1001%
156006940376022701258751517
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1940-64
DISCHARGE, IN CFS, WHICH WAS EQUALED OH EXCEEDED FOR INDICATED PERCENT OF TIME
5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%1%
175 22 12 8.7 7.1 5.4 4.1 2.8 1.5 0.09 0.06 0.03 0.02 0.01 0.00 0.00 0.00
190
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ARKANSAS RIVER BASIN
07234000 BEAVER RIVER AT BEAVER, OK (Headwater of the North Canadian River)
LOCATION.--Lat 36°49 I 20", long 100 0 31'05", SW 1/4 sec.7, T.4 N., R.24 E., Beaver County, Hydrologic Unit 11100201, near right bank on downstream side of pier of bridge on U.S. Highway 270 at Beaver, 1.5 mi downstream from Home Creek, 5 mi upstream from Clear Creek, and at mile 576.0.
DRAINAGE AREA.--7,955 mi 8 , of which 4,270 mi 2 is probably noncontributing.
PERIOD OF RECORD.--March 1904 to December 1905 (gage heights only), October 1937 to current year. Monthly discharge only for some periods, published in WSP 1311. Published as Beaver Creek at Beaver 1904-5, and October 1937 to September 1970 as North Canadian River at Beaver.
REMARKS.--Flow regulated since 1978 by Optima Lake.
STREAHFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1938-77
MONTH
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYJUNEJULYAUGUSTSEPTEMBER
ANNUAL
MAXIMUM(CFS)
2850618809681
361615
2920223019201060993
361
MINIMUM(CFS)
0.000.000.000.000.000.000.000.520.960.000.000.00
7.2
MEAN(CFS)
12733182529406425929215599
109
105
STAN DARD
DEVIATION(CFS)
46310421201958
115558427318190260
100
COEFFI CIENT OFVARIATION
3.73.11.10.790.651.51.82.21.52.11.92.4
0.96
PERCENT OF
ANNUALRUNOFF
10.12.71.52.02.33.25.1
20.723.312.47.98.7
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1939-77
PERIOD(CON- SFrii-*JC^U
TIVEDAYS)
137
14306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN
250%
0.000.000.000.000.000.142.04.9
15
520%
0.000.000.000.000.000.000.000.002.2
1010%
0.000.000.000.000.000.000.000.000.24
PERCENT
205%
0.000.000.000.000.000.000.000.000.00
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 40 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 50%
520%
10 10%
254%
50 2%
100 1%
7640 17700 26900 41000 53400 67300
WATER RESOURCES COUNCIL WEIGHTED SKEW = -0.263
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1938-77
PERIOD (CON-SECU- TIVE 2 DAYS) 50%
DISCHARGE, IN CFS, FOR INDICATEDRECURRENCE INTERVAL, IN YEARS, ANDEXCEEDANCE PROBABILITY, IN PERCENT
520%
10 10%
254%
502%
100 1%
137
15306090
377021301120658402251189
9350532028201630994619455
1410082504560264016101010735
209001280075904450270017201240
2630016800105006250379024401760
3180021200142008510516033602430
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1938-77
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
2020 289 116 73 51 31 20 12 4.2 0.23 0.01 0.00 0.00 0.00 0.00 0.00 0.00
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ARKANSAS RIVER BASIN
0723*100 CLEAR CREEK NEAR ELMWOOD, OK
LOCATION.--Lat 36°38'*2", long 100°30'07", SW 1/* SW 1/* sec.8, T.2 N., R.2* E., Beaver County, Hydrologic Unit 11100201, on downstream side of right pile bent of county road bridge, 1,000 ft downstream from small irrigation dam, 2.8 mi northeast of Elmwood, and at mile 16.9.
DRAINAGE AREA.--170 mi 2 .
PERIOD OF RECORD.--October 1965 to current year.
REMARKS.--Small diversions for irrigation above station.
STREAMFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1966-8*
MONTH
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYJUNEDULYAUGUSTSEPTEMBER
ANNUAL
MAXIMUM(CFS)
193783.73.33.*
22178.7
12362793*
26
MINIMUM(CFS)
1.21.61.71.51.71.71.51.20.920.910.620.31
1.7
MEAN(CFS)
126.52.72.62.63.73.*3.9
1*8.0
1*5.5
6.6
STAN DARD
DEVIATION(CFS)
**170.590.5*0.*7*.53.62.*
30172*9.2
6.5
COEFFICIENT OFVARIATION
3.72.70.220.210.181.21.10.622.12.21.71.7
0.99
PERCENTOF
ANNUALRUNOFF
15.28.23.33.33.3*.7*.3*.9
18.210.117.67.0
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1967-8*
PERIOD (CONSECUTIVEDAYS)
137
1*306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN PERCENT
250%
0.*70.600.670.780.961.21.*1.71.7
520%
0.090.160.230.350.6*0.850.961.21.*
1010%
0.000.000.090.200.500.710.790.981.*
205%
0.000.000.000.12O.*10.610.680.851.*
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 19 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 50%
520%
10 10%
25*%
502%
1001%
888 5780 1*000 33*00 56500
OKLAHOMA WEIGHTED SKEW = -0.**6
88*00
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1966-8*
PERIOD (CON SECU TIVE DAYS)
DISCHARGE, IN CFS, FOR INDICATEDRECURRENCE INTERVAL, IN YEARS, ANDEXCEEDANCE PROBABILITY, IN PERCENT
2 50%
215
5 20%
1010%
25*%
502%
1001%
1100 2*60 5520 9115 1*10037
15306090
10*502817118.9
*5519810255312*
92939620010556*1
191061**1521210978
298D1282666337171120
*39019201020516259180
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1966-8*
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% *0% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
3* 5.1 3.7 3.5 3.3 2.9 2.5 2.3 2.1 1.f 1.5 1.1 0.77 0.** 0.18 0.10 0.01
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ARKANSAS RIVER BASIN
07234500 BEAVER RIVER NEAR FORT SUPPLY, OK (Headwater of the North Canadian River)
LOCATION.--Lat 36°35'30", long 99°35'30", in NE 1/4 NE 1/4 sec.6, T.24 N., R.22 E., at bridge on State Highway 35, 1.5 ml northwest of Fort Supply, 8.1 mi upstream from Wolf Creek, and at mile 495.8.
DRAINAGE AREA.--9,615 ml2 , of which 4,547 mi 2 is probably noncontributing.
PERIOD OF RECORD.--October 1937 to September 1950.
STREAMFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1938-50
MONTHMAXIMUM MINIMUM (CFS) (CFS)
STAN DARD COEFFI- PERCENT DEVIA- CIENT OF OF
MEAN TION VARI- ANNUAL (CFS) (CFS) ATION RUNOFF
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYJUNEJULYAUGUSTSEPTEMBER
ANNUAL
19503671361311862126641390931320018501010
0.000.000.000.000.000.000.0012140.290.000.00
562 25
2786037415471
168358378405211203
189
60611649425065
206443289867499351
156
2.22.01.31.00.930.911.21.20.772.12.41.7
0.83
12.3 2.6 1.6 1,8 2.4 3.27.415.816.717.99.39.0
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1939-51
PERIOD (CONSECUTIVEDAYS)
13714306090
120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN PERCENT
250%
0.000.000.000.000.002.65.96.8
21
520%
0.000.000.000.000.000.000.000.251.5
1010%
0.000.000.000.000.000.000.000.000.09
205%
0.000.000.000.000.000.000.000.000.00
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 14 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
520%
10 10%
254%
50 2%
1001%
9630 19400 27800 40500 51400 63600
WATER RESOURCES COUNCIL WEIGHTED SKEW = -0.106
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1938-50
PERIOD(CON SECUTIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, ANDEXCEEDANCE PROBABILITY, IN PERCENT
250%
6040369020801250789501387
520%
1310081104740292017801120859
1010%
190001180070804540269016701270
254%
2760017300106007260417025101890
502%
3470021800137009830551032502420
1001%
42300267001700012900707040803010
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1938-50
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
3670 652 298 190 135 78 47 26 12 4.4 0.09 0.04 0.02 0.01 0.00 0.00 0.00
196
/6L
DISCHARGE, IN CUBIC FEET PER SECOND
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ARKANSAS RIVER BASIN
07236000 WOLF CREEK NEAR FARGO, OK
LOCATION.--Lat 36°23'57", long 99°37'22", In SE 1/4- NE 1/4- sec.11, T.22 N., R.23 W., Ellis County, near right bank ondownstream side of pier of county road bridge, 800 ft downstream from Boggy Creek, 1.2 ml downstream from SixteenMile Creek, 1.5 mi north of Fargo, and at mile 18.7.
DRAINAGE AREA.--1,624- mi 2 , of which 258 mi 2 Is probably noncontributlng.
PERIOD OF RECORD.--October 194-2 to September 1976 (discontinued). Monthly discharge only for some periods, published In WSP 1311.
STREAMFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1943-76
MONTH
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAY3UNEDULYAUGUSTSEPTEMBER
ANNUAL
MAXIMUM(CFS)
2651607575
10186
280121018201230633299
272
MINIMUM(CFS)
0.000.202.79.2
111816193.70.270.000.00
18
MEAN(CFS)
42323336454964-158159804835
65
STAN DARD
DEVIATION(CFS)
62281613191958
274^32521110959
61
COEFFI CIENT OFVARIATION
1.50.890.480.360.430.380.911.72.02.62.21.7
0.93
PERCENT OF
ANNUALRUNOFF
5.4^4.04.24.65.76.38.2
20.220.4^10.26.24^.5
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1944-76
PERIOD (CONSECUTIVEDAYS)
137
14306090
120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN PERCENT
250%
0.820.981.21.62.99.5
151724
520%
0.000.000.000.000.001.33.25.0
11
1010%
0.000.000.000.000.000.050.732.06.1
205%
0.000.000.000.000.000.000.000.843.6
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 34- YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
5 20%
10 10%
254*
50 2%
1001%
3470 9290 15^00 26^00
OKLAHOMA WEIGHTED SKEW = -0.069
37200 50500
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1943-76
PERIOD (CONSECUTIVEDAYS)
13715306090
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
13407013742171439983
520%
384020101040587372245192
1010%
6840375019301090677437330
25W
129007700400022901380881638
502%
1970012600670038802290H501020
1001%
2910020100108006410372023601620
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1943-76
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
718 H6 79 52 36 31 25 18 11 2.3 0.11 0.04 0.02 0.01 0.00
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ARKANSAS RIVER BASIN
07237000 WOLF CREEK NEAR FORT SUPPLY, OK
LOCATION.--Lat 36°34'00", long 99°33'05", SE 1/4 SE 1/4 sec.9, T.24 N., R.22 W., Woodward County, Hydrologic Unit11100203, near left bank on downstream side of pier of bridge on U.S. Highway 270, 1.0 ml southeast of Fort Supply,1.6 ml downstream from Fort Supply Dam, and at mile 3.9.
DRAINAGE AREA.--1,739 ml 2 , of which 241 ml 2 Is probably noncontrlbuting.
PERIOD OF RECORD.--October 1937 to current year. Prior to October 1, 1941, published as "Near Supply".
REMARKS.--Flow completely regulated since May 1942 by Fort Supply Lake.
STREAHFLOW REGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1943-84
MONTH
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYJUNEJULYAUGUSTSEPTEMBER
MAXIMUM(CFS)
2721608097
152103251993102010207181060
MINIMUM(CFS)
0.000.070.350.200.100.000.502.00.500.390.000.00
MEAN(CFS)
35202531414056
134133773535
STAN DARD (DEVIATION(CFS)
67302323312860
224250194113162
^EFFICIENT OFVARIATION
1.91.50.920.750.750.711.11.71.92.53.34.7
PERCENTOF
ANNUALRUNOFF
5.33.03.74.66.26.08.5
20.320.111.75.25.2
ANNUAL 288 3.6 55 61 1.1 100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1944-84
PERIOD (CONSECUTIVEDAYS)
137
14306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN PERCENT
250%
0.290.360.440.500.601.22.33.46.3
520%
0.000.000.000.130.330.390.670.911.5
1010%
0.000.000.000.000.140.220.360.460.72
205%
0.000.000.000.000.000.140.220.270.37
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 42 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
520%
1010%
254%
502%
1001%
720 1820 2810
STATION SKEW = -0.427
4340 5650 7070
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1943-84
PERIOD (CONSECUTIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR RECURRENCE INTERVAL, IN EXCEEDANCE PROBABILITY,
250%
67257138924716011087
520%
17401460988633402271209
1010%
2700229015901050681458348
254%
41603580262018101240837623
INDICATED YEARS, AND IN PERCENT
502%
539047103590259018701260928
1001%
6710597047603590273018601350
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1943-84
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
1070 206 98 62 50 31 17 4.1 2.1 1.4 0.99 0.60 0.34 0.03 0.01 0.01 0.00
200
ro
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STAT
ION
NU
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07237000
STR
EA
MFL
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REG
ULA
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OC
T N
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D
EC
JAN
FE
B M
AR
APR
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AY
JUN
E
JULY
AU
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SEPT
Fig
ure
9
0.
Du
ratio
n h
ydro
gra
ph
s o
f daily
dis
charg
e va
lue
s fo
r W
olf
Cre
ek
near
Fort
S
upply
, O
klahom
a,
wa
ter
years
1946-1
984 (s
tream
flow
re
gu
late
d).
ARKANSAS RIVER BASIN
07237500 NORTH CANADIAN RIVER AT WOODWARD, OK
LOCATION.--Lat 36*26'18", long 99*16'40", SE 1/4 SE 1/4 sec.25, T.23 N., R.20 W., Woodward County, Hydrologic Unit 11100301, near right bank on downstream side of pier of bridge on State Highway 15, 200 ft downstream from The Atchlson, Topeka and Santa Fe Railway Co. bridge, 6.0 mi east of Woodward, 7.2 mi upstream from Indian Creek, 27.5 mi downstream from Wolf Creek, and at mile 460.2.
DRAINAGE AREA.--11,589 mi 2 , of which 4,812 mi 2 is probably noncontributing.
PERIOD OF RECORD.--October 1903 to September 1905 (gage heights only), October 1905 to Dune 1906, October 1938 to current year. Monthly discharge only for some periods, published in WSP 1311. Published as Canadian River (North Fork) near Woodward 1903-6. Gage-height records collected In this vicinity since 1919 are contained in reports of National Weather Service.
REMARKS.--Some regulation since May 1942 by Fort Supply Lake, and since 1978 by Optima Lake.
STREAMFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1939-77
MONTH
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYDUNEDULYAUGUSTSEPTEMBER
ANNUAL
MAXIMUM(CFS)
2720656277200366576
103039102350329026502240
790
MINIMUM(CFS)
0.000.000.000.000.001.11.44.56.30.160.000.00
20
MEAN(CFS)
20972566689115186455517307162122
197
STAN DARD
DEVIATION(CFS)
555146675674114256798661587428363
199
COEFFI CIENT OFVARIATION
2.72.11.20.850.830.991.41.81.31.92.63.0
1.0
PERCENT OF
ANNUALRUNOFF
8.93.02.42.83.84.97.919.322.013.06.95.2
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1906, 1940-77
PERIOD(CON SECUTIVEDAYS)
137
14306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN
250%
0.000.000.000.010.603.89.8
1531
520%
0.000.000.000.000.000.090.671.53.3
1010%
0.000.000.000.000.000.000.000.000.63
PERCENT
205%
0.000.000.000.000.000.000.000.000.09
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 40 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
520%
10 10%
254%
50 2%
1001%
4460 11000 17600 29200 40400 54200
WATER RESOURCES COUNCIL WEIGHTED SKEW = 0.009
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1939-77
PERIOD (CONSECUTIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
296021201350861577381301
520%
78905480340021801450972756
1010%
13300919057003690244016701280
254%
2360016200102006680438030802330
502%
3440023700151009980650046903510
1001%
48300335002170014500937069405130
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1939-77
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
3290 788 341 219 158 100 65 40 19 7.6 1.9 0.01 0.00 0.00 0.00 0.00 0.00
202
o CO
9
104
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a. t ui u. o CD Z) o
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10°O Q
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20-P
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80-P
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AN
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PR
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ST
AT
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NU
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07
23
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ST
RE
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FLO
W U
NR
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TE
D
OC
T N
OV
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JAN
FE
B M
AR
APR
M
AY
JUN
E
JULY
AU
G
SEPT
Fig
ure
91
. D
ura
tio
n
hyd
rog
rap
hs
of
dai
ly
dis
char
ge
valu
es f
or
No
rth
Can
adia
n
Riv
er
at W
oo
dw
ard
, O
klah
om
a, w
ate
r ye
ars
19
39
-19
77
(s
tre
am
flo
w u
nre
gu
late
d).
ARKANSAS RIVER BASIN
07238000 NORTH CANADIAN RIVER NEAR SEILING, OK
LOCATION.--Lat 36*11'06", long 98°55'15", In NW 1/4 sec.28, T.20 N., R.16 W., Major County, Hydrologlc Unit 11100301, near center of span on downstream side of pier of bridge on U.S. Highway 60, 2.0 ml upstream from Selling Creek, 2.2 mi north of Selling, 2.8 ml downstream from Deep Creek, and at mile 422.6.
DRAINAGE AREA.--12,261 mi 2 , of which 4,847 ml 2 is probably noncontributing.
PERIOD OF RECORD.--Duly 1946 to current year.
REMARKS.--Some regulation since 1942 by Fort Supply Lake; flow regulated since 1978 by Optima Lake.
STREAHFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1947-77
MONTH
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILHAYJUNFJULYAUGUSTSEPTEMBER
ANNUAL
MAXIMUM(CFS)
2120569245238455718
117037202570305026502310
801
MINIMUM(CFS)
0.000.000.000.000.000.000.00141.80.000.000.00
14
MEAN(CFS)
143806477
118153190552548341195142
218
STAN DARD
DEVIATION(CFS)
3951406462
103150232868730630486410
216
COEFFI CIENT OFVARIATION
2.81.71.00.810.870.981.21.61.31.82.52.9
0.99
PERCENT OF
ANNUALRUNOFF
5.53.12.52.94.55.97.3
21.221.113.17.55.5
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1948-77
PERIOD(CON SECUTIVEDAYS)
13714306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN
250%
0.000.000.000.000.494.69.3
1733
520%
0.000.000.000.000.000.000.000.124.0
1010%
0.000.000.000.000.000.000.000.000.00
PERCENT
205%
0.000.000.000.000.000.000.000.000.00
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 31 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
520%
10 10%
254%
50 2%
1001%
4520 9310 13900 21700 29300 38500
WATER RESOURCES COUNCIL WEIGHTED SKEW = 0.290
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1947-77
PERIOD (CON SECU TIVE 2 DAYS) 50%
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
5 20%
10 10%
254%
50 2%
1001%
137
15306090
281019701310889611428337
636046103080213014701080836
10300766051203540242018001390
181001380092306350424032102470
2670020800139009470618047403630
38500307002040013800878067905180
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1947-77
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
3250 946 405 260 190 122 55 32 16 2.0 0.01 0.00 0.00 0.00 0.00 0.00
204
o
01
Q Z
O CO LJ
Q_
LJ
LJ
U.
O CO
ID
O LJ
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10* 10' 10° 10"
10"
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0-P
ER
CE
NT
EX
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ED
AN
CE
PR
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ILIT
Y
....
....
50-
PE
RC
EN
T E
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ITY
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STAT
ION
NU
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07238000
STR
EA
MFL
OW
UN
RE
GU
LATE
D
OC
T N
OV
D
EC
JAN
FE
B M
AR
AP
R
MAY
JU
NE
JU
LY
AU
G
SE
PT
Fig
ure
9
2.
Du
rati
on
hyd
rog
rap
hs
of
dai
ly d
isch
arg
e va
lues
fo
r N
ort
h
Can
adia
n
Riv
er
nea
r S
eilin
g,
Okl
aho
ma,
w
ate
r years
1
94
9-1
97
7
(str
ea
mfl
ow
u
nre
gu
late
d).
ARKANSAS RIVER BASIN
07239000 NORTH CANADIAN RIVER AT CANTON, OK
LOCATION.--Lat 36°04'45", long 98°35'25", In NE 1/4 SW 1/4 sec.33, T.19 N. f R.13 W., Blaine County, Hydrologlc Unit 11100301, on right bank 2,700 ft downstream from Canton Dam, 1.5 ml northwest of Canton, 4.8 ml upstream from Mlnnehaha Creek, and at mile 393.8.
DRAINAGE AREA.--12,484 ml2 , of which 4,883 ml 2 Is probably noncontrlbuting.
PERIOD OF RECORD.--October 1937 to current year. Monthly discharge only for some periods, published in WSP 1311. Gage-height records collected In this vicinity since 1914 are contained in reports of National Weather Service.
REMARKS.--Flow partly regulated by Fort Supply Lake for period May 1942 to April 1948 and completely regulated thereafter by Canton Lake.
STREAMFLO* UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1938-47
MONTH
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYJUNEJULYAUGUSTSEPTEMBER
MAXIMUM(CFS)
2740658394270232428105018201660743315561
MINIMUM(CFS)
0.000.000.000.000.000.000.00
17376.40.000.00
MEAN(CFS)
59715296959213343062659023180
142
STAN DARD
DEVIATION(CFS)
9792481359666120372709495265116209
COEFFICIENT OFVARIATION
1.61.61.41.00.710.900.861.10.841.21.51.5
PERCENTOF
ANNUALRUNOFF
18.34.73.02.92.84.113.219.218.17.12.44.3
ANNUAL 595 53 273 199 0.73 100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1939-47
PERIOD(CON SECUTIVEDAYS)
137
14306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN
250%
0.000.000.000.000.002.8
111936
520%
0.000.000.000.000.000.200.411.86.3
1010%
0.000.000.000.000.000.000.000.000.00
PERCENT
205%
0.000.000.000.000.000.000.000.000.00
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 10 YEARS OF RECORD'
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 50%
520%
10 10%
254%
50 2%
100 1%
7990 13800 18700 25900 32100 39100
WATER RESOURCES COUNCIL WEIGHTED SKEW = 0.182
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1938-47
PERIOD (CONSECUTIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
55503610241015901090692581
520%
12500785050803220216013701100
1010%
184001160074804560295018701450
254%
2690017500113006480397025101850
502%
3380022700147008060474029702110
1001%
4110028500187009740549034202350
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1938-47
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
4040 1090 609 376 274 173 103 61 33 9.9 0.18 0.09 0.05 0.02 0.01 0.00 0.00
206
O
O UJ
CO Del
UJ
CL
UJ
LJ
U_
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1Cf r
10*
103
10*
10'
10°
5
10-'
10"
20-P
ER
CE
NT
EX
CE
ED
AN
CE
PR
OB
AB
ILIT
Y
50-P
ER
CE
NT
EX
CE
ED
AN
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PR
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AB
ILIT
Y
STAT
ION
NU
MB
ER
07239000
STR
EA
MFL
OW
UN
RE
GU
LATE
D
8
0-P
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CE
NT
EX
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ED
AN
CE
PR
OB
AB
ILIT
Y
OC
T N
OV
D
EC
JAN
FE
B M
AR
APR
M
AY
JUN
E
JULY
A
UG
SE
PT
Fig
ure
93. D
ura
tio
n h
ydro
gra
ph
s of
dai
ly d
isch
arg
e va
lues
fo
r N
ort
h C
anad
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R
iver
at
Can
ton
, O
klah
om
a, w
ate
r y
ea
rs
19
39
-19
47
(st
ream
flo
w u
nre
gu
late
d).
ARKANSAS RIVER BASIN
07239000 NORTH CANADIAN RIVER AT CANTON, OK--Continued
STREAHFLOW REGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES
STAN DARD COEFFI- PERCENT DEVIA- CIENT OF OF
hMONTH
OCTOBERNOVEMBERDECEMBER3ANUARYFEBRUARYMARCHAPRILMAY3UNE3ULYAUGUSTSEPTEMBER
ANNUAL
1AXIMUM (CFS)
116055856628440644268311903260278027102880
782
MINIMUM (CFS)
0.000.000.000.000.720.350.592.55.32.10.340.34
40
MEAN (CFS)
10070574873
114151198406275188187
156
TION (CFS)
2171481116992126173276742547483488
168
VARI ATION
2.22.11.91.41.21.11.11.41.82.02.62.6
1.1
ANNUAL RUNOFF
5.43.73.12.63.96.18.1
10.621.714.710.110.0
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1949-84
PERIOD (CONSECUTIVEDAYS)
13714306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN PERCENT
250%
2.42.72.93.63.95.07.2
1123
520%
0.971.21.31.31.51.92.43.25.7
1010%
0.480.520.560.640.721.21.41.72.5
205%
0.000.000.000.190.320.860.900.991.3
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 32 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND CXCEEDANCE PROBABILITY, IN PERCENT
250%
520%
10 10%
254%
502%
100 1%
1280 1870 2410
STATION SKEW = 1.375
3310 4170 5240
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1948-84
PERIOD (CON SECU TIVE DAYS)
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 50%
5 20%
10 10%
254%
502%
100 1%
137
15306090
115011101020800511326256
167016301500128092865952D
215021101980177014DO1070848
2970293028302670238019901580
3750373036903600351031302490
4720470046004400420040003890
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1948-84
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 4D% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
2630 916 458 209 131 44 18 9.0 6.1 4.7 3.3 2.5 1.4 0.24 0.07 0.03 0.01
208
O
CD
10*
P
Q
O
20-P
ER
CE
NT
EX
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ED
AN
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AB
IUTY
50-P
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CE
NT
EX
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ED
AN
CE
PR
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Y
- 8
0-P
ER
CE
NT
EX
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ED
AN
CE
PR
OB
AB
ILIT
Y
STAT
ION
NU
MB
ER
07
23
90
00
STR
EA
MFL
OW
REG
ULA
TED
OC
T N
OV
D
EC
JAN
FE
B M
AR
APR
M
AY
JUN
E
JULY
AU
G
SEPT
Fig
ure
94. D
ura
tion hyd
rogra
phs
of
daily
dis
charg
e va
lue
s fo
r N
ort
h C
anadia
n
Riv
er
at
Ca
nto
n,
Okl
ahom
a,
wa
ter
years
1956-1
984 (s
tre
am
flow
re
gu
late
d).
ARKANSAS RIVER BASIN
07239500 NORTH CANADIAN RIVER NEAR EL RENO, OK
LOCATION.--Lat 35°33'44", long 97°57'32", on east line of sec.32, T.13 N. ( R.7 W., Canadian County, Hydrologic Unit 11100301, near left bank on downstream side of pier of bridge on old U.S. Highway 81, 2.0 ml north of courthouse in El Reno, 2.2 mi downstream from Target Creek, and at mile 307.4.
DRAINAGE AREA.--13,042 mi2 of which 4,899 mi 2 is probably noncontributing.
PERIOD OF RECORD.--October 1902 to April 1908, October 1937 to current year. Monthly discharge only for some periods, published In WSP 1311. Gage-height records collected at site 1.0 mi upstream March 1914 to March 1934 and at present site thereafter are contained in reports of National Weather Service. Published as Canadian River (North Fork) near El Reno 1902-4.
REMARKS.--Some regulation by Fort Supply Lake for period May 1942 to April 1948 and regulated by Canton Lake thereafter.
STREAMFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1903-07, 1938-47
MONTHMAXIMUM MINIMUM (CFS) (CFS)
STAN DARD
DEVIA- MEAN TION (CFS) (CFS)
COEFFI- PERCENT CIENT OF OF VARI- ANNUAL ATION RUNOFF
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYJUNEJULYAUGUSTSEPTEMBER
ANNUAL
24608156425414844801450197016501420599420
0.000.000.000.000.000.00
242180180.140.00
631 62
357155130121131184417650524332144125
273
666248181142122157392631394376178158
163
1.91.61.41.20.930.850.940.970.751.11.21.3
0.59
10.94.84.03.74.05.6
12.719.916.010.24.43.8
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PLRIOI) OF RECORD 1904-07, 19J9-47
PERIOD(CONSECUTIVEDAYS)
13714306090120183
DISCHARGE, IN CFS,RECURRENCE INTERVAL
FOR INDICATED, IN YEARS
NON-EXCEEDANCE PROBABILITY, IN
2 550% 20%
0.00 0.000.00 0.000.00 0.000.32 0.002.6 0.00
11 0.0019 1.335 2.849 8.5
1010%
0.000.000.000.000.000.000.100.191.9
, ANDPERCENT
205%
0.000.000.000.000.000.000.000.000.00
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 15 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
520%
1010%
254%
502%
1001%
4770 7200 9050 11700 13800 16200
WATER RESOURCES COUNCIL WEIGHTED SKEW = 0.299
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1903-07, 1938-47
PERIOD (CONSECUTIVEDAYS)
13715306090
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
36702560188013301020715620
520%
6230471035502450177012201000
1010%
8290646049603380233015601210
254%
11300901071204770306019601420
502%
139001120090005965363022401550
1001%
16800i*3*1 1 Tt«!(7300421025101650
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1903-07, 1938-47
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
3220 1050 625 465 359 234 149 104 61 32 9.8 0.08 0.04 0.02 0.01 0.00 0.00
210
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Fig
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95
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ARKANSAS RIVER BASIN
07239500 NORTH CANADIAN RIVER NEAR EL RENO, OK--Continued
STREAMFLOW REGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1948-84
MONTH
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYJUNEJULYAUGUSTSEPTEMBER
MAXIMUM(CFS)
125088448933655142075616203120260024602790
MINIMUM(CFS)
0.000.000.000.000.000.000.007.30.170.730.000.00
MEAN(CFS)
14998666288
142184349432283182193
STAN DARD
DEVIATION(CFS)
2651809577
109131178374706503440470
COEFFICIENT OFVARIATION
1.81.81.41.21.20.920.971.11.51.82.42.4
PERCENTOF
ANNUALRUNOFF
6.54.32.92.73.96.28.1
15.321.212.48.08.5
ANNUAL 307 32 190 169 0.89 100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1949-84
PERIOD(CON SECUTIVEDAYS)
137
14306090
120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN
250%
0.000.000.420.883.3
11192754
520%
0.000.000.000.000.001.62.54.7
15
1010%
0.000.000.000.000.000.190.401.25.9
PERCENT
205%
0.000.000.000.000.000.000.000.212.1
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 37 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 50%
520%
10 10%
254%
502%
100 1%
2930 5180 7040
STATION SKEW = 0.121
9820 12200 14900
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1948-84
PERIOD (CONSECUTIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR RECURRENCE INTERVAL, IN EXCEEDANCE PROBABILITY,
250%
229016901200873576376302
520%
40002820186014401080797643
1010%
5370372024201940153012601020
254%
7380504032702760246021601760
INDICATED YEARS, AND IN PERCENT
502%
9060616040303520335031602580
1001%
10900740049004440415038003710
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1948-84
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
2690 956 526 305 193 105 61 35 22 13 6.2 0.29 0.01 0.00 0.00 0.00 0.00
212
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Fig
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ARKANSAS RIVER BASIN
07241000 NORTH CANADIAN RIVER BELOW LAKE OVERHOLSER NEAR OKLAHOMA CITY, OK
LOCATION. --Lat 35°28'46", long 97°39'47", in southeast corner of SW 1/4 sec. 30, T.12 N. , R.4 W., Oklahoma County, Hydrologic Unit 11100301, on left bank 200 ft upstream from bridge on State Highway 4, 0.5 mi downstream from Lake Overholser, 2.4 mi upstream from Mustang Creek, 9.1 mi southwest of State Capitol in Oklahoma City, and at mile 281.0.
DRAINAGE AREA. --1 3,222 mi 2 of which 4,899 mi 2 is probably noncontributing.
PERIOD OF RECORD. --October 1952 to September 1968, October 1969 to September 1972, October 1973 to current year.
REMARKS. --Flow regulated since 1919 by Lake Overholser. Diversions above station into Lake Overholser and Lake Hefner Canal.
STREAMFLOW REGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1953-68, 1970-72, 1974-84
STAN DARD COEFFI- PERCENT DEVIA- CIENT OF OF
IMONTH
OCTOBERNOVEMBERDECEMBER3ANUARYFEBRUARYMARCHAPRILMAYJUNEJULYAUGUSTSEPTEMBER
ANNUAL
MAXIMUM (CFS)
14301490148259489341278115021801750884568
488
MINIMUM (CFS)
0.000.000.020.050.060.000.030.450.010.040.000.00
0.42
MEAN (CFS)
1258729315664671942961386873
102
TION (CFS)
2852754555
1149994
301442338185135
122
VARI ATION
2.33.21.61.82.01.51.41.51.52.42.71.8
1.2
ANNUAL RUNOFF
10.27.12.32.54.65.25.5
15.824.111.25.55.9
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1954-68, 1971-72, 1975-84
PERIOD(CON SECUTIVEDAYS)
137
14306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCL INTERVAL, IN YLAHS, AND
NON-EXCELDANCL PROBABILITY, IN PERCENT
250%
0.590.710.911.21.52.64.65.4
12
520%
0.070.140.200.250.540.870.961.22.0
1010%
0.000.000.000.000.000.000.100.220.61
205%
0.000.000.000.000.000.000.010.040.12
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 32 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 50%
520%
10 10%
254%
50 2%
1001%
2280 6470 11100
STATION SKEW = -0.926
19800 28800 40200
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1953-68, 1970-72, 1974-84
PERIOD (CONSECUTIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
1290917598384254163123
520%
40903300222014801010644485
1010%
673056803810259017801150865
254%
10600929061404260296019401450
502%
138001220079605600390025801940
1001%
169001520097506950484032502440
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1953-68, 1970-72, 1974-84
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
1700 537 247 139 80 23 7.9 4.6 3.1 2.1 1.3 0.12 0.03 0.01 0.01 0.00 0.00
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ARKANSAS RIVER BASIN
07241500 NORTH CANADIAN RIVER NEAT OKLAHOMA CITY, OK
LOCATION.--Lat 35 0 29'40", long 97°25'40", on north line of sec.29, T.12 N., R.2 W., near right bank on downstream side of pier of bridge on U.S. Highway 62, 4.5 ml east of State Capitol In Oklahoma City, 5.0 ml upstream from Crutcho Creek, and at mile 261.2.
DRAINAGE AREA.--13,354 ml 2 .
PLHIOI) OF RECORD.--October 1938 to September 1953, October 1959 to Oune 1961.
REMARKS.--Flow regulated since 1919 by Lake Overholser.
STREAMFLOW REGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1940-53, 1960
MONTHMAXIMUM MINIMUM (CFS) (CFS)
STAN DARD
DEVIA- MEAN TION (CFS) (CFS)
COEFFI- PERCENT CIENT OF OF VARI- ANNUAL ATION RUNOFF
ocronruNOVEMBERDECEMBER3ANUARYFEBRUARYMARCHAPKILMAYJUNE3ULYAUGUSTSEPTEMBER
ANNUAL
26601110454305695480184024703690274025302880
953
242321213019443737493530
56
554191141126155214494824943480280297
392
8253101371051711505587961180682634724
285
1.51.60.970.831.10.701.1 0.971.2 1.42.32.4
0.73
11.84.13.02.73.34.610.517.520.110.26.06.3
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1940-53, 1961
PERIOD(CON SECUTIVEDAYS)
137
14306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN PERCENT
250%
272830333745536080
520%
202223252629303337
1010%
161920222324242523
205%
141718192021212223
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 15 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 50%
520%
10 10%
254%
50 2%
1001%
5990 10000 15800
STATION SKEW = 0.151
30100 49800 83400
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1940-53, 1960
PERIOD(CON SECUTIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, ANDEXCEEDANCE PROBABILITY,
250%
49203800272019101360915744
520%
7670668051903790284021101670
1010%
9750876069505140400031502450
254%
127001150091806880557047403580
IN PERCENT
502%
1500013600108008140678060804510
1001%
1760015700123009360802075505490
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1940-53, 1960
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
4280 2310 951 572 411 230 131 73 54 43 36 28 24 21 19 18 16
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ARKANSAS RIVER BASIN
07241550 NORTH CANADIAN RIVER NEAR HARRAH, OK
LOCATION.--Lat 35 0 30'08", long 97°10'52", in SW 1/4 NE 1/4 sec.22, T.12 N., R.1 E., Oklahoma County, Hydrologic Unit 11100302, on upstream left end of bridge on access road to O.G.& E. power plant, 1.8 mi northwest of Harrah, 4.6 ml downstream from Choctaw Creek, and at mile 229.2.
DRAINAGE AREA.--13,501 mi 2 , of which 4,899 mi 2 is probably noncontributing.
PERIOD OF RECORD.--October 1968 to current year.
REMARKS.--Flow regulated since 1919 by Lake Overholser. Low flow sustained in part by sewage effluent from Oklahoma City.
STREAMFLOW REGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1969-84
MONTH
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYJUNEJULYAUGUSTSEPTEMBER
ANNUAL
MAXIMUM(CFS)
17501630323433580875
135023101280835497399
644
MINIMUM(CFS)
715768586176778076885564
93
MEAN(CFS)
287288147155188272312740630265143174
300
STAN DARD
DEVIATION(CFS)
4163887598129217320609432220115111
168
COEFFI CIENT OFVARIATION
1.51.30.510.630.680.801.00.820.680.830.800.64
0.56
PERCENT OF
ANNUALRUNOFF
8.08.04.14.35.27.68.7
20.617.57.44.04.8
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1970-84
PERIOD(CON SECUTIVEDAYS)
137
14306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON -EXCEEDANCE PROBABILITY, IN PERCENT
250%
454852596884100110124
520%
363842475566727983
1010%
323438425059616771
205%
303136384753535964
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 16 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
5 20%
10 10%
254%
502%
1001%
4200 7040 9550
STATION SKEW = 0.077
13600 17300 21800
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1969-84
PERIOD (CON SECU TIVE 2 DAYS) 50%
DISCHARGE., IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
5 20%
10 10%
254%
502%
1001%
137
15306090
3800303019501320921679547
6410546038302570177012701010
8210709052403490240016901350
10500907071104680322022201800
122001050085205570384026202140
138001170099406450445030002480
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1969-84
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
2950 1120 689 459 329 217 159 126 104 86 73 62 56 49 45 41 32
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Fig
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99. D
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daily
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No
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1976-1
984 (
stre
am
flow
re
gu
late
d).
ARKANSAS RIVER BASIN
07242000 NORTH CANADIAN RIVER NEAR WETUMKA, OK
LOCATION.--Lat 35'15'47", long 96°12'25", in center of SW 1/4 sec.12, T.9 N., R.10 E., Hughes County, Hydrologlc Unit 11100302, on right downstream abutment of bridge on U.S. Highway 75, 2.3 ml upstream from Wewoka Creek, 2.5 ml northeast of Wetumka, and at mile 84.4,
DRAINAGE AREA.--14,290 ml 2 of which 4,899 ml 2 Is probably noncontrlbutlng.
PERIOD OF RECORD.--October 1937 to current year. Monthly discharge only for some periods, published In WSP 1311.
REMARKS.--Flow regulated since 1919 by Lake Overholser.
STREAMFLOW REGULATED
MONTH
MONTHLY AND ANNUAL MEAN DISCHARGES 1938-84
STAN DARD COEFFI-
DEVIA- CIENT OF MEAN TION VARI- (CFS) (CFS) ATION
MAXIMUM MINIMUM (CFS) (CFS)
PERCENTOF
ANNUAL RUNOFF
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYJUNEJULYAUGUSTSEPTEMBER
ANNUAL
438045801100112015803270664063006080323026703890
4.31744445744738573438.70.00
1810 156
62050929127039654692515601420642319384
658
1020841299245408617116014001450621465605
443
1.7 1.7 1.0 0.911.01.11.20.891.00.971.51.6
0.67
7.96.53.73.45.06.911.719.818.08.14.04.9
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1939-84
PERIOD(CON SECUTIVEDAYS)
13714306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN PERCENT
250%
5357606782
108142159201
520%
242628334048576987
1010%
131516202529314255
205%
4.65.76.28.0
1114172638
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 47 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 550% 20%
10 10%
254%
502%
100 1%
11000 19100 26300 37900 48500 61100
STATION SKEW = 0.471
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1938-84
PERIOD (CONSECUTIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR RECURRENCE INTERVAL, IN EXCEEDANCE PROBABILITY,
250%
9130698047203100213014801200
520%
164001310089805830397027702220
1010%
2270018400125008020548038403060
254%
32800268001780011200770054104280
INDICATED YEARS, AND IN PERCENT
502%
41900342002230013800956067405320
1001%
525004280027300167001160082106450
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1938-84
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
7310 2820 1500 1010 726 461 307 217 160 117 60 42 23 14 0.08 0.02
220
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Fig
ure
100. D
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tion
h
ydro
gra
ph
s o
f daily
dis
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valu
es
for
No
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Ca
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n R
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r W
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, O
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a,
wate
r ye
ars
1946-1
984 (
steam
flow
re
gula
ted).
ARKANSAS RIVER BASIN
07242350 DEEP FORK NEAR ARCADIA, OK
LOCATION.--Lat 35*38'58", long 97°21'12", on east line of NE 1/4 sec.36, T.14 N., R.2 W., Oklahoma County, Hydrologlc Unit 11100303, on left bank at upstream side of county road bridge, 1.9 ml southwest of Arcadia, 2.0 ml upstream from Coffee Creek, and at mile 213.1.
DRAINAGE AREA.--105 ml2 .
PERIOD OF RECORD.--October 1969 to current year.
STREAMFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1970-84
MONTHMAXIMUM MINIMUM (CFS) (CFS)
STAN DARD
DEVIA- MEAN TION (CFS) (CFS)
COEFFI- PERCENT CIENT OF OF VARI- ANNUAL ATION RUNOFF
OCTOBERNOVEMBERDECEMBEROANUARYFEBRUARYMARCHAPRILMAY3UNE3ULYAUGUSTSEPTEMBER
ANNUAL
39929950
18311920510557823712483
200
126
1219141914262716289.5
113.7
36
70563249455859
172112533952
67
9771104526462615370332152
27
1.41.30.320.920.570.800.440.890.630.630.531.0
0.41
8.8 7.1 4.0 6.1 5.77.37.4
21.514.16.74.96.5
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1971-84
PERIOD (CONSECUTIVEDAYS)
137
14306090
120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN PERCENT
250%
161718202225273037
520%
5.77.08.9
121619212227
1010%
1.72.54.69.01216181924
205%
0.000.792.26.69.6
13161721
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 15 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
5 20%
10 10%
254%
50 2%
1001%
6330 10600 13900 18700
OKLAHOMA WEIGHTED SKEW = 0.077
22600 26900
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1970-84
PERIOD (CONSECUTIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR RECURRENCE INTERVAL, IN EXCEEDANCE PROBABILITY,
250%
26501220611360227153126
520%
505022101080620380238185
1010%
662028501380793483296222
254%
8450358017401000613370264
INDICATED YEARS, AND IN PERCENT
502%
9670408020001150707425294
1001%
10800452022201300799480321
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1970-84
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PtRCtNT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
822 168 91 66 52 41 34 30 27 24 21 16 11 7.3 5.5 3.2 1.3
222
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Fig
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101. D
ura
tion h
ydro
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ph
s o
f daily
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Dee
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ork
n
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, O
klahom
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wa
ter
years
1976-1
984 (s
tream
flow
unre
gula
ted).
ARKANSAS RIVER BASIN
07243000 DRY CREEK NEAR KENDRICK, OK
LOCATION.--Lat 35 e46'55", long 96 e 51'20", In NW 1/4 NW 1/4 sec.14, T.15 N., R.4 E., Lincoln County, Hydrologlc Unit 11100303, near left bank on downstream side of county road bridge, 1.0 ml downstream from Beaver Creek and 4.5 ml west of Kendrlck.
DRAINAGE AREA.--69.0 ml2 .
PERIOD OF RECORD.--October 1955 to current year.
STREAMFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1956-84
MONTH
OCTOBERNOVEMBERDECEMBERJANUARYHEBRUARYMARCHAPRILMAYJUNEJULYAUGUSTSEPTEMBER
ANNUAL
MAXIMUM(CFS)
13224735464414090
3012258123104
88
MINIMUM(CFS)
0.000.000.000.000.000.000.830.570.540.000.000.00
2.0
MEAN(CFS)
15187.38.9
1023266049133.3
18
21
STAN DARD
DEVIATION(CFS)
314711131335267663215.4
27
20
COEFFI CIENT 0VARIATION
2.22.61.51.51.31.51.01.31.31.61.61.5
0.94
PERCENT F OF
ANNUALRUNOFF
5.87.32.93.54.19.210.323.919.65.21.37.0
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1957-84
PERIOD (CONSECUTIVEDAYS)
137
14306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON -EXCEEDANCE PROBABILITY, IN PERCENT
250%
0.000.000.000.000.000.230.681.52.4
520%
0.000.000.000.000.000.000.040.150.32
1010%
0.000.000.000.000.000.000.000.000.10
205%
0.000.000.000.000.000.000.000.000.03
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 29 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 50%
5 20%
10 10%
254%
50 2%
100 1%
3440 6370 9090 13600
OKLAHOMA WEIGHTED SKEW = 0.478
17900 23100
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1956-84
PERIOD (CONSECUTIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
1080471234126825039
520%
205089345925416110179
1010%
28401260661368230147112
254%
39901820983551335217163
502%
495023201280717428279208
1001%
599028801620912534349258
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1956-84
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%1%
420 55 22 14 9.3 5.0 2.9 1.7 0.85 0.33 0.01 0.00 0.00 0.00 0.00 0.00 0.00
224
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Fig
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102. D
ura
tion hydro
gra
phs of
daily
d
isch
arg
e va
lues
for
Dry
C
reek
near
Kendrick,
Okl
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a,
wa
ter
years
1956-1
984
(str
ea
mflo
w u
nre
gu
late
d).
ARKANSAS RIVER BASIN
07243500 DEEP FORK NEAR BEGGS, OK
LOCATION.--Lat 35°40'31", long 96°03'55", NW 1/4 SW 1/4 sec.20, T.14 N., R.12 E., Okmulgee County, Hydrologlc Unit 11100303, on right bank 1,000 ft downstream from county road bridge, 2.8 ml upstream from Adams Creek, 4.0 mi south of Beggs, 8.2 ml downstream from Flat Rock (Checkerboard) Creek, and at mile 84.8.
DRAINAGE AREA. 2,018 ml 2 .
PERIOD OF RECORD.--September 1938 to current year.
REMARKS.--Flow regulated since 1968 by numberous floodwater-retardlng structures.
STREAMFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1939-67
MONTH
OCTOBERNOVEMBERDECEMBER3ANUARYFEBRUARYMARCHAPRILMAY3UNEDULYAUGUSTSEPTEMBER
ANNUAL
MAXIMUM(CFS)
5460598012201190185044909520125008900395017701300
2450
MINIMUM(CFS)
0.000.000.517.7
209.6
37178595.73.30.00
114
MEAN(CFS)
613477252206309584
157023501820830276364
806
STAN DARD
DEVIATION(CFS)
13901140343286411890
216028502340975393423
602
COEFFICIENT OFVARIATION
2.32.41.41.41.31.51.41.21.31.21.41.2
0.75
PERCENTOF
ANNUALRUNOFF
6.34.92.62.13.26.016.324.418.98.62.93.8
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1940-67
PERIOD(CON SECUTIVEDAYS)
13714306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON -EXCEEDANCE PROBABILITY, IN
250%
7.98.8
1014224472107142
520%
1.21.41.62.04.3
11151934
1010%
0.000.000.000.301.03.04.85.4
14
PERCENT
205%
0.000.000.000.000.000.000.961.66.3
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 29 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
520%
10 10%
254%
502%
1001%
9440 22600 36900 63700 91900 129000
OKLAHOMA WEIGHTED SKEW = 0.335
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1939-67
PERIOD (CON-
TIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR RECURRENCE INTERVAL, IN EXCEEDANCE PROBABILITY,
250%
9070833069704730299020101640
520%
2140018800151009850637042003340
1010%
34100292002270014500948061504740
254%
570004720035400220001450091906780
INDICATED YEARS, AND IN PERCENT
502%
8020064800473002890019100119008460
1001%
110000866006140036900245001500010300
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1939-67
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
11900 3790 2180 1260 702 333 194 124 81 51 28 13 5.1 0.20 0.05 0.03 0.00
226
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Fig
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1
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. D
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O
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om
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wa
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1949-1
967
(str
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flo
w
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ted
).
ARKANSAS RIVER BASIN
07243500 DEEP FORK NEAR BEGGS, OK--Contlnued
STREAMFLOW REGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1968-84
MONTH
OCTOBERNOVEMBERDECEMBERJANUARYR.BRUARYMARCHAPRILMAYJUNEJULYAUGUSTSEPTLMBER
ANNUAL
MAXIMUM(CFS)
4780839025901300255043904660509089908937941600
2240
MINIMUM(CFS)
182033344063641337377117.1
157
MEAN(CFS)
66190740628168489599517101960234122294
760
STAN DARD
DEVIATION(CFS)
123020106513287641120119014402200227190458
575
COEFFI CIENT OFVARIATION
1.92.21.61.21.11.21.20.841.10.971.61.6
0.76
PERCENT OF
ANNUALRUNOFF
7.29.94.43.17.59.810.918.721.42.61.33.2
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1969-84
PERIOD(CON-
TIVEDAYS)
137
14306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN
250%
1112131622344987168
520%
4.14.65.36.79.3
16203657
1010%
2.22.63.14.15.9
11132333
PERCENT
205%
1.31.61.92.74.08.29.3
1621
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 17 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 50%
520%
1010%
254%
502%
1001%
7600 14500 20900 31600 41800
OKLAHOMA WEIGHTED SKEW = 0.430
54300
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1968-84
PERIOD(CON-
TIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
EXCEEDANCE PROBABILITY,
250%
7250690058204080294020701590
520%
1400013400115007930534035802710
1010%
20600196001690011400735047003520
254%
320003020025900171001040062104570
IN PERCENT
502%
433004050034600224001300074005360
1001%
574005320045300286001600086206160
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1968-84
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
7990 3720 2180 1380 878 420 236 151 99 63 40 23 15 8.2 5.2 3.7 2.1
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JUN
E
JULY
A
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Fig
ure
104. D
ura
tion
hydro
gra
phs
of
daily
d
isch
arg
e va
lue
s fo
r D
ee
p F
ork
near
Be
gg
s,
Okl
ah
om
a,
wate
r ye
ars
1976-1
984 (s
tre
am
flo
w re
gu
late
d).
ARKANSAS RIVER BASIN
07244000 DEEP FORK NEAR DEWAR, OK
LOCATION.--Lat 35"28 1 50", long 95°52'50", in SE 1/4 sec.25, T.12 N., R.13 E., at bridge on U.S. Highway 266, 3.2 mi upstream from Wolf Creek, 3.5 mi east of Dewar, and at mile 43.9.
DRAINAGE AREA.--2,307 mi 2 .
PERIOD OF RECORD.--October 1937 to September 1950.
STREAMFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1938-50
MONTH
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYJUNEJULYAUGUSTSEPTEMBER
MAXIMUM(CFS)
691072501710126032005580
11800132007950503018501670
MINIMUM(CFS)
7.9179.6
12421575
327124752515
MEAN(CFS)
978902413274743
10602730387028501310419500
STAN DARD
DEVIATION(CFS)
2010199054532296915003440381026001640637605
COEFFICIENT OFVARIATION
2.12.21.31.21.31.41.30.990.911.21.51.2
PERCENTOF
ANNUALRUNOFF
6.15.62.61.74.66.617.024.117.88.22.63.1
ANNUAL 2870 125 1340 745 0.56 100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1939-50
PERIOD(CON SECUTIVEDAYS)
137
14306090
120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN
250%
12121416285190129196
520%
5.05.66.68.6
1322294055
1010%
3.23.84.66.69.1
14162028
PERCENT
205%
2.22.83.45.46.6109.3
1116
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 18 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
520%
10 10%
254%
50 2%
100 1%
11200 23700 35500 55400 74200 96800
OKLAHOMA WEIGHTED SKEW = 0.165
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1938-50
PERIOD (CONSECUTIVEDAYS)
13715306090
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
1670015500135009580630043603640
520%
340003090025700176001170076305800
1010%
467004200033800228001510094306720
254%
6280056100434002870018800112007440
502%
7450066300500003270021200122007760
1001%
8570076000559003620023300130007960
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1938-50
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
17400 6350 3880 2570 1600 579 293 179 111 73 42 21 12 7.7 6.1 5.1
230
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Fig
ure
10
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Du
rati
on
h
ydro
gra
ph
s o
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aily
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ch
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1942-1
950 (s
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ula
ted
).
ARKANSAS RIVER BASIN
07245000 CANADIAN RIVER NEAR WHITEFIELD, OK
LOCATION.--Lat 35°15'50", long 95°14'21'', in SE 1/4 SE 1/4 sec.12, T.9 N., R.19 E., Haskell County, Hydrologic Unit 11090204, on left downstream bank at end of bridge on State Highway 2, 0.8 mi north of Whitefield, 5.5 mi upstream from Taleka (Snake) Creek, 8.2 mi downstream from Eufaula Dam, and at mile 18.8.
DRAINAGE AREA.--47,576 mi2 , of which 9,700 mi 2 is probably noncontributing.
PERIOD OF RECORD.--July 1938 to current year. Monthly discharge only for some periods, published in WSP 1311.
REMARKS.--Flow regulated since 1964 by Eufaula Lake.
STREAMFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1939-63
MONTHMAXIMUM MINIMUM (CFS) (CFS)
STAN DARD
DEVIA- MEAN TION (CFS) (CFS)
COEFFI- PERCENT CIENT OF OF VARI- ANNUAL ATION RUNOFF
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYDUNEDULYAUGUSTSEPTEMBER
41200286001960092501470036700463004820042100304001270020000
ANNUAL 14200
2.256
1181092621522271870314151452.7
980
49303300289022903850559097001640011100623024503290
6000
946059204290238037807160119001400011200640029304360
3750
1.91.81.51.00.981.31.20.861.01.01.21.3
0.62
6.94.64.03.25.47.8
13.522.715.4 8.7 3.4 4.6
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1940-63
PERIOD (CONSECUTIVEDAYS)
137
14306090
120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN PERCENT
250%
23824326129342467587610701600
520%
5861687393
143216313485
1010%
18202426314886
145236
205%
5.56.68.09.0
11173672124
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 25 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 50%
520%
10 10%
254%
50 2%
100 1%
104000 183000 244000 329000 399000 472000
WATER RESOURCES COUNCIL WEIGHTED SKEW = -0.139
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1939-63
PERIOD (CONSECUTIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR RECURRENCE INTERVAL, IN EXCEEDANCE PROBABILITY,
250%
78400641004500029700201001410011800
520%
1450001190008330055200378002650021400
1010%
20000016600011500075700519003620028200
254%
283000236000161000105000721004980037100
INDICATED YEARS, AND IN PERCENT
502%
356000298000201000129000887006070043800
1001%
4370003680002440001560001060007230050400
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1939-63
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
69500 27500 14900 10000 7130 4000 2510 1610 1050 677 398 192 105 38 14 3.6 1.2
232
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A
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Fig
ure
106. D
ura
tion
hydro
gra
phs o
f d
aily
dis
charg
e va
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s
for
Canadia
n
Riv
er
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ite
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Okl
ahom
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wate
r ye
ars
1
94
5-1
96
3 (s
tre
am
flo
w u
nre
gu
late
d).
ARKANSAS RIVER BASIN
07245000 CANADIAN RIVER NEAR WHITEFIELD, OK Continued
STREAHFLOW REGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES
MONTHMAXIMUM MINIMUM (CFS) (CFS)
MEAN (CFS)
STANDARD COEFFI- PERCENT DEVIA- CIENT OF OF TION VARI- ANNUAL (CFS) ATION RUNOFF
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYDUNEDULYAUGUSTSEPTEMBER
112002190021900862013700178002160025700356001040055503490
ANNUAL 10600
3353
1661191272031833.
14993
252
98
210044003880282037604310465083308180396031401720
4270
23705540518025504120535055607630867025801400876
3010
1.1 1.3 1.3 0.901.11.21.20.921.10.650.450.51
0.71
4.18.67.65.57.38.49.116.216.07.76.13.4
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PLRIOD OF RECORD 1965-84
PERIOD(CONSECUTIVEDAYS)
137
14306090120183
DISCHARGE, IN CFS,RECURRENCE INTERVAL,
FOR INDICATEDIN YEARS
NON-EXCEEDANCE PROBABILITY, IN
2 550% 20%
60 2885 33
201 61280 76477 119739 203908 3261150 4571800 691
1010%
131524304379
167251375
, ANDPERCENT
205%
6.06.69.0
13163189144213
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 21 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCF.EDANCE PROBABILITY, IN PERCENT
250%
520%
10 10%
25 4%
502%
100 1%
24400 38700 48900
STATION SKEW = -0.154
62400 72800 83500
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1964-84
PERIOD (CONSECUTIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
2300022400196001780014100106008800
520%
39700392003590030500231001690014300
1010%
48300467004350035100261001880016200
254%
56200528004980038000278001980017200
502%
60400556005270039100284002010017600
1001%
63500575005460039600286002030017700
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1964-84
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
33700 17100 11200 8430 6760 4720 3300 2000 1020 551 204 85 55 24 8.< 4.6 1.5
234
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JAN
FE
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AR
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R
MAY
JU
NE
JU
LY
AU
G
SEPT
Fig
ure
107. D
ura
tio
n
hyd
rog
rap
hs
of
daily
dis
ch
arg
e
va
lue
s
for
Can
ad
ian
R
iver
near
Wh
itefi
eld
, O
kla
ho
ma,
wate
r years
1
96
6-1
98
4 (s
tream
flo
w re
gu
late
d).
ARKANSAS RIVER BASIN
07245500 SALLISAW CREEK NEAR SALLISAW, OK
LOCATION.--Lat 35°27'52", long 94°51'43", In SW 1/4 sec.34, T.12 N., R.23 E., Sequoyah County, on downstream side of right pier of abandoned county road bridge, 300 ft upstream from U.S. Highway 64, 400 ft downstream from water- supply dam of city of Salllsaw, 3.5 ml west of Sallisaw, 5 ml upstream from Little Salllsaw Creek, and at mile 9.0.
DRAINAGE AREA.--182 ml 2 .
PERIOD OF RECORD.--October 1942 to September 1976 (discontinued).
REMARKS. Flow regulated since 1964 by numerous floodwater-retardlng structures. Small diversion above station for municipal water supply of city of Sallisaw.
STREAHFLO* UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1943-63
MONTH
OCTOBERNOVEMBERDECEMBERJANUARYH13RUAUYMARCHAPRILMAYDUNE3ULYAUGUSTSEPTEMBER
ANNUAL
MAXIMUM(CFS)
2317588565837191710198015101530458314231
565
MINIMUM(CFS)
0.030.001.52.0
141931676.80.230.200.00
36
MEAN(CFS)
401181391302433464055092691073537
198
STAN DARD
DEVIATION(CFS)
581902171552263604703833551336960
118
COEFFI CIENT OFVARIATION
1.51.61.61.20.931.01.20.751.31.22.01.6
0.59
PERCENT OF
ANNUALRUNOFF
1.74.95.85.5
10.214.617.021.411.34.51.51.6
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1944-63
PERIOD(CON SECUTIVEDAYS)
137
14306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON -EXCEEDANCE PROBABILITY, IN PERCENT
250%
1.71.92.42.93.95.98.7
1431
520%
0.430.440.450.450.640.841.53.07.6
1010%
0.000.000.000.000.000.180.521.13.2
205%
0.000.000.000.000.000.000.190.461.5
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 22 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 50%
520%
10 10%
254%
50 2%
100 1%
12700 28500 43900 70200 95300 126000
OKLAHOMA WEIGHTED SKEW = 0.106
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1943-63
PERIOD (CONSECUTIVEDAYS)
13715306090
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
5400300017201020723526435
520%
105005630295016601190881729
1010%
1530080403990216015401140930
254%
234001200055602850202014801180
502%
312001580069403410240017501370
1001%
407002030085204020280020201550
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1943-63
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
0.012690 774 397 267 196 117 72 42 25 15 7.0 2.1 0.60 0.16 0.06 0.03
236
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JAN
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B M
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R
MAY
JU
NE
JU
LY
AU
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SE
PT
Fig
ure
108. D
ura
tion h
yd
rog
rap
hs
of
da
ily d
isch
arg
e
valu
es fo
r S
alli
saw
R
ive
r near
Salli
saw
C
reek,
Okl
ahom
a,
wate
r ye
ars
1945-1
963 (s
tream
flow
unre
gula
ted).
ARKANSAS RIVER BASIN
07246500 ARKANSAS RIVER NEAR SALLISAW, OK
LOCATION.--Lat 35°20'58" long 94°46 I 16", in SE 1/4 SW 1/4 sec.9, T.10 N., R.24 E., Le Flore County, at downstream rightabutment of bridge on U.S. Highway 59, 0.4 ml downstream from Robert S. Kerr Lock and Dam, 7.5ml south of Salllsaw, and at mile 394.9.
DRAINAGE AREA.--147,757 ml 2 , of which 22,241 ml 2 Is probably noncontrlbuting.
PERIOD OF RECORD.--October 1947 to September 1970.
REMARKS.--Flow regulated since 1954 by Fort Glbson Lake; further regulation since 1963 by Oolagah Resevolr, and since 1964 by Keystone Lake.
STREAMFLOW REGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1954-64
MONTH
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYJUNEJULYAUGUSTSEPTEMBER
ANNUAL
MAXIMUM(CFS)
158000758004330031200355006320089400192000207000769003320075300
51300
MINIMUM(CFS)
3961250170015902250232025507460641033502220628
5500
MEAN(CFS)
27000162001220096801200020100283005790041900330001390018700
24300
STAN DARD
DEVIATION(CFS)
45600220001330092301110018500267006320056400292001110020900
17300
COEFFICIENT OFVARIATION
1.71.31.10.950.930.920.941.11.30.880.801.1
0.71
PERCENTOF
ANNUALRUNOFF
9.35.64.23.34.16.99.719.914.411.34.86.4
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1955-64
PERIOD (CONSECUTIVEDAYS)
137
14306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN PERCENT
250%
224025702990334039805240597064108620
520%
788870998111013001690208022703190
1010%
402439499560666873115012901830
205%
2152342642993664906878031140
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 11 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 50%
520%
10 10%
254%
50 2%
100 1%
170000 297000 406000 574000 724000 896000
STATION SKEW = 0.289
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1954-64
PERIOD (CONSECUTIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR RECURRENCE INTERVAL, IN EXCEEDANCE PROBABILITY,
250%
16300015000011900090100646004450037100
520%
2870002660002200001740001310009220077200
1010%
396000369000311000249000195000138000116000
254%
566000534000458000371000304000218000180000
INDICATED YEARS, AND IN PERCENT
502%
719000685000594000485000408000295000242000
1001%
899000864000757000619000536000391000317000
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1954-64
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
215000 103000 58400 42600 33100 20700 14300 9970 6980 5110 3540 2070 1450 707 492 406 253
238
ro CO CD
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JAN
FE
B M
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R
MAY
JU
NE
JU
LY
AU
G
SEPT
Fig
ure
109. D
ura
tio
n
hy
dro
gra
ph
s
of
da
ily
d
isch
arg
e
va
lue
s
for
Ark
an
sas
Riv
er
near
Sa
llis
aw
, O
kla
ho
ma
, w
ate
r y
ea
rs
19
55
-19
64
(s
tream
flo
w re
gu
late
d).
ARKANSAS RIVER BASIN
07247500 FOURCHE MALINE NEAR RED OAK, OK
LOCATION.--Lat 34*54'45", long 95°09'20", In NW 1/4 NW 1/4 sec.13, T.5 N., R.20 E., Latlmer County, Hydrologlc Unit 11110105, on downstream side of left abutment of county road bridge, 0.1 ml downstream from Little Fourche Mallne, 5.0 ml southwest of Red Oak, and at mile 41.2.
DRAINAGE AREA.--122 ml2 .
PERIOD OF RECORD.--October 1938 to current year. Monthly discharge only for some periods, published In WSP 1311.
REMARKS,--Flow regulated since 1964 by numerous floodwater-retardlng structures.
STREAMFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1939-63
MONTH
OCTOBERNOVEMBERDECEMBER3ANUARYFEBRUARYMARCHAPRILMAY3UNE3ULYAUGUSTSEPTEMBER
ANNUAL
MAXIMUM(CFS)
391352584314715110012201380695847143547
317
MINIMUM(CFS)
0.000.000.410.527.65.9
19240.910.040.000.00
18
MEAN(CFS)
44689290
20220428827996941838
126
STAN DARD
DEVIATION(CFS)
9210314488
19723629730816318738110
74
COEFFI CIENT OFVARIATION
2.11.51.60.980.971.21.01.11.72.02.12.9
0.59
PERCENT OF
ANNUALRUNOFF
2.94.56.16.013.413.519.018.46.36.21.22.5
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1940-63
PERIOD (CONSECUTIVEDAYS)
137
14306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON -EXCEEDANCE PROBABILITY, IN PERCENT
250%
0.000.000.000.000.141.112.25.4
17
520%
0.000.000.000.000.000.000.210.763.6
1010%
0.000.000.000.000.000.000.020.191.4
205%
0.000.000.000.000.000.000.000.020.60
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 25 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 50%
5 20%
10 10%
254%
50 2%
100 1%
6560 14100 21200 32900 43800
OKLAHOMA WEIGHTED SKEW = 0.094
56900
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1939-63
PERIOD (CON-SECU- TIVE 2 DAYS) 50%
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
520%
1010%
254%
50 2%
100 1%
137
15306090
406024401370777514356287
7880425022201270848595486
112005680281016201080750622
165007760357020801370938792
2130095004140243015801070916
268001140047102780179011901040
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1939-63
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
2200 499 224 132 84 41 23 13 6.7 2.8 0.73 0.09 0.05 0.02 0.01 0.00 0.00
240
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1945-1
963 (s
tream
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unre
gula
ted).
ARKANSAS RIVER BASIN
07247500 FOURCHE MALINE RIVER NEAR RED OAK, OK Continued
STREAHFLOW REGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1966-8*
MONTH
OCTOBERNOVEMBERDECEMBER3ANUARYFEBRUARYMARCHAPRILMAYDUNEOULYAUGUSTSEPTEMBER
ANNUAL
MAXIMUM(CFS)
67577772622952566274657248010328363
243
MINIMUM(CFS)
0.030.511.31.41.82.4
22140.990.980.000.00
31
MEAN(CFS)
9713814482
159249239251130256.6
45
130
STAN DARD DEVIATION(CFS)
18722320077
156200197161134308.4
89
67
COEFFI CIENT 0VARIATION
1.91.61.40.940.980.800.820.641.01.21.32.0
0.51
PERCENT f OF
ANNUALRUNOFF
6.28.89.25.2
10.215.915.316.08.31.60.42.9
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1967-84
PERIOD(CON-
TIVEDAYS)
137
14306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN
250%
0.100.130.230.370.841.43.47.7
24
520%
0.000.000.000.000.000.220.831.87.3
1010%
0.000.000.000.000.000.070.390.793.7
PERCENT
205%
0.000.000.000.000.000.020.210.382.1
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 19 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
5 20%
10 10%
254%
50 2%
1001%
3800 6580 8900 12400
OKLAHOMA WEIGHTED SKEW = 0.253
15500 19000
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1966-84
PERIOD (CONSECUTIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR RECURRENCE INTERVAL, IN EXCEEDANCE PROBABILITY,
250%
284019701310897593387311
520%
4230288018501280806530437
1010%
5220354021901500927611508
254%
65404440261017601060699586
INDICATED YEARS, AND IN PERCENT
502%
75805170291019301140756636
1001%
86605940320020901220808680
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1966-84
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%1%
1780 762 343 170 112 59 33 20 10 5.2 2.2 0.62 0.10 0.01 0.00 0.00 0.00
242
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1
96
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98
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d).
ARKANSAS RIVER BASIN
07248500 POTEAU RIVER NEAR WISTER, OK
LOCATION.--Lat 34 0 56'15", long 94°42 I 54", in NW 1/4 NW 1/4 sec.6, T.5 N., R.25 E., LeFlore County, Hydrologlc Unit 11110105, on left bank of outflow channel 700 ft downstream from Wlster Dam, 2.2 ml southeast of Wlster, 2.6 ml upstream from Caston Creek, and at mile 60.8.
DRAINAGE AREA.--993 ml2 .
PERIOD OF RECORD.--May 1938 to current year. Monthly discharge only for some periods, published In WSP 1311. Prior to May 21, 1951, records below about 500 ft /s Include flow from Caston Creek, drainage area, 70 ml .
REMARKS.--Flow completely regulated since October 1949 by Wlster Lake.
STREAMFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1939-48
MONTH
OCTOBERNOVEMBERDECEMBEROANUARYFEBRUARYMARCHAPRILMAY3UNE3ULYAUGUSTSEPTEMBERANNUAL
MAXIMUM(CFS)
146045205690288066601090066206830712079031716503170
MINIMUM(CFS)
0.00143035
146114
107038586171.00.34
269
MEAN(CFS)
312840
12601040242022702870296013201691192491310
STAN DARD
DEVIATION(CFS)
58114301700998
20203200177024702130234115508763
COEFFICIENT OFVARIATION
1.91.71.30.960.831.40.620.831.61.40.962.00.58
PERCENTOF
ANNUALRUNOFF
2.05.37.96.6
15.314.318.118.78.31.10.81.6
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1939-48
PERIOD(CON SECUTIVEDAYS)
13714306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN
250%
0.000.000.090.301.57.9
3162177
520%
0.000.000.000.000.001.6
112459
1010%
0.000.000.000.000.000.747.0
1532
PERCENT
205%
0.000.000.000.000.000.394.7
1119
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 10 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
5 20%
10 10%
254%
50 2%
1001%
29400 60100 87000 129000 166000 209000
OKLAHOMA WEIGHTED SKEW = -0.030
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1939-48
PERIOD (CON SECUTIVE DAYS)
DISCHARGE RECURRENCE EXCEEDANCE
2 550% 20%
, IN CFS, FOR INTERVAL, IN PROBABILITY,
10 2510% 4%
INDICATED YEARS, AND IN PERCENT
50 1002% 1%
28300 53800 73200 99400 120000 14100037
15306090
21900129008060539037803110
378002080012900829059904920
4830026000161001020074506070
6110032400200001260092407430
70000370002280014300105008370
78400413002530015900118009250
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1939-48
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
18400 6310 3090 1650 1140 645 376 217 131 64 27 4.9 0.60 0.07 0.03 0.02 0.00
244
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Fig
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112. D
ura
tion
hydro
gra
phs of
da
ily dis
charg
e valu
es fo
r P
ote
au
Riv
er
near
Wis
ter,
O
klahom
a,
wate
r years
1940-1
948 (s
tream
flow
unre
gula
ted).
ARKANSAS RIVER BASIN
07248500 POTEAU RIVER NEAR WISTER, OK Continued
STREAHFLOW REGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1950-84
fMONTH
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYJUNEJULYAUGUSTSEPTEMBER
1AXIMUM(CFS)
187036904240475048804330435059405790570036501710
MINIMUM(CFS)
3.40.530.170.14
1053
13593110.842.50.40
IMEAN(CFS)
2956791170112013501700165022101400523289238
STAN DARD DEVIATION(CFS)
4529731220110011901080123015301820995701430
COEFFI CIENT OFVARIATION
1.51.41.00.980.880.640.750.691.31.92.41.8
PERCENT OF
ANNUALRUNOFF
2.35.49.38.910.713.413.117.511.14.12.31.9
ANNUAL 2090 200 1050 549 0.52 100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1951-84
PERIOD(CON SECUTIVEDAYS)
137
14306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCLEDANCE PROBABILITY, IN
250%
2.84.14.86.89.8163255
189
520%
0.510.871.051.42.33.76.7
1141
1010%
0.060.110.220.420.851.72.84.616
PERCENT
205%
0.000.000.040.090.330.831.32.16.6
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 35 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 50%
520%
10 10%
254%
50 2%
1001%
6560 7750 8500
STATION SKEW = -0.160
9400 10100 10800
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1950-84
PERIOD (CON SECUTIVE DAYS)
DISCHARGE RECURRENCE EXCEEDANCE
2 5 50% 20%
, IN CFS, FOR INTERVAL, IN PROBABILITY,
10 2510% 4%
INDICATED YEARS, AND IN PERCENT
50 1002% 1%
137
15306090
6370620059605160390028302310
8000781075606880552040803440
9140891084707720643048104130
107001030094908520742056104930
1190011400102008980805061405480
1320012600108009350861066105990
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1950-84
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
6730 5590 4110 2710 1750 760 362 162 66 21 12 6.3 1.6 0.50 0.23 0.11 0.03
246
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JU
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Fig
ure
113. D
ura
tio
n
hyd
rog
rap
hs
of
daily
dis
ch
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e
valu
es
for
Po
tea
u
Riv
er
near
Wis
ter,
O
klah
om
a, w
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1956-1
984
(str
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).
ARKANSAS RIVER BASIN
072*9*00 3AMES FORK NEAR HACKETT, AR
LOCATION. Lat 35'09'*5", long 9*'2*'25", In NW 1/4 NW 1/* sec. 3*, T.6 N., R.32 W., Sebastian County, Hydrologlc Unit 11110105, near left bank of downstream side of bridge on State Highway *5, 1.7 ml south of Hackett 2.0 ml downstream from Elder Branch, 2.0 ml upstream from small tributary, and 3.6 ml upstream from Arkansas-Oklahoma State Line.
DRAINAGE AREA.--1*7 ml2 .
PERIOD OF RECORD.--April 1958 to current year.
STREAMFLOf UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1959-8*
MONTHMAXIMUM MINIMUM (CFS) (CFS)
STAN DARD
DEVIA- MEAN TION (CFS) (CFS)
COEFFI- PERCENT CIENT OF OF VARI- ANNUAL ATION RUNOFF
OCTOBERNOVEMBF.RDECEMBERJANUARYFEBRUARYMARCHAPRILMAYOUNEOULYAUGUSTSEPTEMBER
ANNUAL
37657876032*51291510501010295*30828*
0.000.00o.*o0.501.10.92
31223.11.70.010.00
308 30
5611917711116726620928883*01219
129
99157229951*7227222268105861925
77
1.81.31.30.850.880.851.10.931.32.21.51.3
0.60
3.67.711.57.2
10.817.213.5 18.6 5.* 2.6 0.8 1.2
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1959-8*
PERIOD (CONSECUTIVEDAYS)
1371*306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN PERCENT
250%
0.3*O.*10.510.701.32.6*.58.1
22
520%
0.0*0.050.060.180.290.6*1.22.55.6
1010%
0.000.000.000.000.080.200.*91.12.3
205%
0.000.000.000.000.000.000.1*0.361.0
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 27 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 50%
520%
10 10%
25*%
502%
100 1%
5880 11000 15500 22700
OKLAHOMA WEIGHTED SKEW = 0.271
29*00 37100
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1959-8*
PERIOD (CON SECU TIVE 2 DAYS) 50%
DISCHARGE, IN CFS, FOR INDICATEDRECURRENCE INTERVAL, IN YEARS, ANDEXCEEDANCE PROBABILITY, IN PERCENT
520%
10 10%
25*%
502%
100 1%
137
15306090
3730213011607175133*0273
7000383020001180759532*33
9800520026501500901669550
1*1007210357019201060851709
179008900*32022*0115099283*
22200107005120256012*011*0967
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1959-8*
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% *0% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
2010 *99 2*9 167 120 7* *7 29 16 7.* 3.0 0.87 0.31 0.01 0.00 0.00 0.00
248
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Fig
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114. D
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yd
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hs
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da
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near
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Ark
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ate
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1
96
6-1
98
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unre
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ted).
ARKANSAS RIVER BASIN
07250550 ARKANSAS RIVER AT DAM NO. 13, NEAR VAN BUREN, AR
LOCATION.--Lat 35°20'56", long 94*17'54", in sec.28, T.8 N., R.31 W., Sebastian County, Hydrologlc Unit 1111010*, In Dam No. 13 control house on right bank and at mile 308.9.
DRAINAGE AREA.--150,547 ml 2 , of which 22,241 ml 2 Is probably non-contributing.
PERIOD OF RECORD.--October 1927 to current year. Prior to October 1969, published as "07250500 Arkansas River at Van Buren." Gage-height records collected from 1879 to December 1955 at Fort Smith, 16.3 ml upstream, are contained In reports of National Weather Service.
REMARKS.--Flow regulated since 1964 by Lake Eufaula. Flow has been further regulated by Keystone Lake and Robert S. Kerr Reservoir. Beginning Apr. 26, 1970, dally discharge computed from relation between discharge, head and gate openings.
STREAMFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1928-63
MONTHMAXIMUM MINIMUM (CFS) (CFS)
MEAN (CFS)
STAN DARD
DEVIA TION (CFS)
COEFFI CIENT OF VARI ATION
PERCENTOF
ANNUAL RUNOFF
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYJUNE3ULYAUGUSTSLPTLMBER
16400014600056200907001120001420002190003020002310001760009740071400
ANNUAL
492126014201190233024003190745053501590818742
65300 5970
252002030017300198002510029800476006970055200343001610018500
379002720014400182002310026800461006220051900373001900018300
1.51.30.830.920.920.900.970.890.941.11.2 0.99
31600 16600 0.53
6.75.44.65.26.67.9
12.618.414.69.04.34.9
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1929-63
PERIOD(CON- SFfll-ouvw
TIVEDAYS)
13714306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN PERCENT
250%
2500269029403220384050406780834012200
520%
116012401340143016502230313039105710
1010%
731778836893
10201410203025403640
205%
484513551589675945140017502440
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 36 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
520%
10 10%
254%
502%
1001%
223000 371000 481000 633000 755000 883000
WATER RESOURCES COUNCIL WEIGHTED SKEW = -0.075
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1928-63
PERIOD (CONSECUTIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR RECURRENCE INTERVAL, IN EXCEEDANCE PROBABILITY,
250%
214000200000168000128000953007110058800
520%
360000340000290000226000171000126000102000
1010%
472000446000381000300000228000166000133000
254%
630000593000505000400000305000219000172000
INDICATED YEARS, AND IN PERCENT
502%
758000711000602000478000366000260000201000
1001%
896000837000703000559000429000301000230000
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1928-63
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99. 9%
245000 132000 81800 56800 43600 27200 18700 13400 9770 7080 4970 3030 1950 1160 811 573 419
250
DISCHARGE, IN CUBIC FEET PER SECOND
q.
(Qc ^(P
01
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"f3 o ? (O
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(0 Ofj) -»
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CO -Ho> o CO "«
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CO
O
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8
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IT
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C? O On n mz z z H -H -H
53 S3 53 000n n m n n m000
000m m m-o "o ~o70 70 70O O OCD CD CD
CD CD CDE c c,
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01
5 § m tn o o
i i i i i i i
ARKANSAS RIVER BASIN
07250550 ARKANSAS RIVER AT DAM NO. 13 NEAR VAN BUREN, AR--Continued
STREAHFLOW REGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES
MONTH
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYJUNEJULYAUGUSTSEPTEMBER
ANNUAL
MAXIMUM(CFS)
846001610001120007430084300138000164000146000132000627002270042800
70600
MINIMUM(CFS)
145013301780696
242025102910122006660730058903340
7740
MEAN(CFS)
165002920024000197002610039400482004980049300261001240013600
29500
STAN DARD
DEVIATION(CFS)
18900370002820019100241003760040100346003380015100451010300
18100
COEFFI CIENT OFVARIATION
1.21.31.20.970.920.960.830.690.690.580.360.76
0.61
PERCENT OF
ANNUALRUNOFF
4.68.26.85.57.4
11.113.614.113.97.43.53.8
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1965-84
PERIOD(CONSECUTIVEDAYS)
137
14306090120183
DISCHARGE, IN CFS,RECURRENCE INTERVAL,
FOR INDICATEDIN YEARS
NON-EXCEEDANCE PROBABILITY, IN
2 550% 20%
221 46817 166
2280 11203180 15004260 20306400 33608410 447010400 537012600 6610
1010%
2164
76096713202310308035804640
, ANDPERCENT
205%
1127
5476579001660221024803430
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 15 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 50%
5 20%
10 10%
254%
502%
1001%
143000 189000 219000 255000 282000 308000
STATION SKEW = -0.746
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1964-84
PERIOD (CONSECUTIVEDAYS)
137
15306090
DISCHARGF., IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
12100011100010200090200739005760051100
520%
1680001560001440001320001 1 50009260082200
1010%
197000184000167000157000142000117000104000
254%
2320002180001910001850001750001500001 32000
502%
257000242000207000204000200000175000153000
1001%
282000266000221000217000210000200000197000
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1964-84
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
158000 109000 75700 58100 47600 33400 22800 16600 12400 9030 5720 2610 1390 179 79 47 18
252
N> en CO
10*
o
z. a
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V
)
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C
L
1Cf
g 1°*
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103 Itf
20-P
ER
CE
NT
EX
CE
ED
AN
CE
PR
OB
AB
ILIT
Y
50-P
ER
CE
NT
EX
CE
ED
AN
CE
PR
OB
AB
ILIT
Y
80-P
ER
CE
NT
EX
CE
ED
AN
CE
PR
OB
AB
ILIT
Y
STAT
ION
NU
MB
ER
07
25
05
50
STR
EA
MFL
OW
REG
ULA
TED
OC
T N
OV
D
EC
JAN
FE
B M
AR
APR
M
AY
JUN
E
JULY
A
UG
SE
PT
Fig
ure
116. D
ura
tion
hydro
gra
phs of
da
ily d
isch
arg
e valu
es fo
r A
rkansas R
ive
r at
Dam
*1
3
near
Van
Bu
ren
, A
rka
nsa
s,
wa
ter
years
1966-1
984 (s
tream
flow
re
gula
ted).
RED RIVER BASIN
07300500 SALT FORK RED RIVER AT MANGUM, OK
LOCATION.--Lat 34"5r32", long 99 e 30'28", in SW 1/4 SE 1/4 sec.34. T.5 N, R.22 W., Greer County, Hydrologic Unit11120202, near left bank on downstream side of pier of bridge on State Highway 34, 0.5 mi south of Mangum, 13.0 mi downstream from Fish Creek, and at mile 35.5.
DRAINAGE AREA.--1,566 mi2 of which 209 mi 2 is probably noncontributing.
PERIOD OF RECORD.--April 1905 to Oune 1906, October 1937 to current year. Monthly discharge only for some periods, published in WSP 1311.
STREAMFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1938-85
MONTH
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYJUNLJULYAUGUSTSEPTEMBER
ANNUAL
MAXIMUM(CFS)
91915312419919618349013901600575301202
277
MINIMUM(CFS)
0.000.000.000.000.000.120.000.000.000.000.000.00
12
MEAN(CFS)
73222941484488
291237613340
84
STAN DARD
DEVIATION(CFS)
1623030394644113376306996156
54
COEFFI CIENT OFVARIATION
2.21.31.00.970.971.01.31.31.31.61.91.4
0.64
PERCENT OF
ANNUALRUNOFF
7.32.22.94.04.74.38.7
28.923.66.13.33.9
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1939-85
PERIOD(CON-crpiiOU^-W
TIVEDAYS)
13714306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN
250%
0.000.000.000.000.000.945.6
1022
520%
0.000.000.000.000.000.000.001.64.3
1010%
0.000.000.000.000.000.000.000.001.0
PERCENT
205%
0.000.000.000.000.000.000.000.000.20
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 47 YEARS OF RECORD
DISCHARGE, FN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
520%
10 10%
254%
50 2%
100 1%
14100 27400 38400 54500 68200
OKLAHOMA WEIGHTED SKEW = -0.138
83100
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1938-85
PERIOD (CON SECU TIVE DAYS)
DISCHARGE, IN CFS, FOR INDICATEDRECURRENCE INTERVAL, IN YEARS, ANDEXCEEDANCE PROBABILITY, IN PERCENT
250%
520%
1010%
254%
502%
100 1*
137
15306090
440022901180658405244187
8990451023501310813496364
130006280328018201140705505
1900087904600252016001010706
24200108005660307019601270870
301001300067703640235015401040
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1938-85
DISCHARGE, IN CKS, WHICH WAS EQUALED OR EXCEEDED FOU INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
1500 238 105 66 49 31 20 13 5.6 0.62 0.01 0.00 0.00 0.00 0.00 0.00 0.00
254
RED RIVER BASIN
07301500 NORTH FORK RED RIVER NEAR CARTER, OK
LOCATION. Lat 35'10'05", long 99 0 30'25", in NW 1/4 SE 1/4 sec.15, T.8 N., R.22 W., Beckham County, Hydrologic Unit 11120302, near left bank on downstream side of pier of bridge on State Highway 34, 3.0 ml south of Carter, 10.8 ml downstream from Timber Creek, and at mile 110.5.
DRAINAGE AREA.--2,337 mi2 , of which 399 mi 2 is probably noncontributlng.
PERIOD OF RECORD. October 1944 to September 1962. Annual maximum and occasional low-flow measurements, water years 1963-64. August 1964 to current year.
STREAMFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1945-62, 1965-84
MONTH
OCTOBERNOVEMBERDECEMBER3ANUARYFEBRUARYMARCHAPRILMAY3UNE3ULYAUGUSTSEPTEMBER
ANNUAL
MAXIMUM(CFS)
609206271319365277683
27101250828431368
298
MINIMUM(CFS)
0.000.000.000.000.000.000.080.000.600.000.000.00
13
MEAN(CFS)
764147618482
121449274763940
116
STAN DARD
DEVIATION(CFS)
1455155618276
1405982931507679
77
COEFFI CIENT OFVARIATION
1.91.21.21.00.970.931.21.31.12.01.92.0
0.66
PERCENT OF
ANNUALRUNOFF
5.53.03.44.46.15.98.732.319.75.42.82.9
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1946-62, 1966-84
PERIOD(CON SECUTIVEDAYS)
137
14306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON -EXCEEDANCE PROBABILITY, IN PERCENT
250%
0.000.000.000.000.000.354.18.5
25
520%
0.000.000.000.000.000.000.000.364.4
1010%
0.000.000.000.000.000.000.000.000.00
205%
0.000.000.000.000.000.000.000.000.00
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 40 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
520%
10 10%
25 4%
50 2%
1001%
6390 13400 20000 31000
OKLAHOMA WEIGHTED SKEW = 0.178
41500 54000
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1945-62, 1965-84
PERIOD (CON SECU TIVE DAYS)
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 50%
5 20%
10 10%
254%
50 2%
100 1%
137
15306090
382021001160686468306238
82604620260015501060652479
120006860393023501600959684
17500103006060364024501440992
220001340079804820322018601260
2680016800102006170410023401550
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1945-62, 1965-84
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
1770 387 196 131 102 62 41 24 12 1.7 0.01 0.00 0.00 0.00 0.00 0.00 0.00
256
ro
en
o
o o CD z>
o o O to O
10*
10* 10* 101
a
1CT1
10"
20-P
ER
CE
NT
EX
CE
ED
AN
CE
PR
OB
AB
ILIT
Y
50-P
ER
CE
NT
EX
CE
ED
AN
CE
PR
OB
AB
ILIT
Y
80-P
ER
CE
NT
EX
CE
ED
AN
CE
PR
OB
AB
ILIT
Y
STA
TIO
N N
UM
BE
R 0
7301500
STR
EA
MFL
OW
UN
RE
GU
LATE
D
OC
T N
OV
D
EC
JAN
FE
B M
AR
APR
M
AY
JUN
E
JULY
AU
G
SEPT
Fig
ure
117. D
ura
tion
hydro
gra
phs
of
daily
d
isch
arg
e va
lue
s fo
r N
ort
h F
ork
R
ed
R
ive
r near
Cart
er,
O
kla
hom
a,
wate
r years
1954-1
962,1
965-1
984 (s
tre
am
flo
w unre
gula
ted).
RED RIVER BASIN
07302000 NORTH FORK RED RIVER NEAR GRANITE, OK
LOCATION.--Lat 34*58'24", long 99*20'00", on south line sec.20, T.6 N., R.20 W., at bridge on State Highway 9, 2.5 ml east of Granite, 6.4 ml upstream from Lugert Dam, and at mile 80.0.
DRAINAGE AREA.--2,494 ml 2 , of which 399 ml 2 Is probably noncontrlbutlng.
PERIOD OF RECORD.--Duly 1903 to March 1908, October 1938 to September 1944.
STREAMFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1904-07, 1938-44
MONTHMAXIMUM (CFS)
MINIMUM (CFS)
MEAN (CFS)
STAN DARD
DEVIA TION (CFS)
COEFFI- PERCENT CIENT OF OF VARI- ANNUAL ATION RUNOFF
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYDUNEDULYAUGUSTSEPTEMBER
ANNUAL
796382468313268309
103013701290350417497
355
0.000.000.000.000.000.000.001.61.2
100.000.00
6.3
1849796888382
23538853212013491
178
3201371531028692
298415439106149150
110
1.7 1.4 1.6 1.21.01.11.31.10.830.891.11.7
0.62
8.64.64.54.13.93.9
11.018.225.05.66.34.3
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1905-08, 1939-44
PERIOD (CONSECUTIVEDAYS)
137
14306090
120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN PERCENT
250%
0.000.000.000.000.000.002.31324
520%
0.000.000.000.000.000.000.000.002.3
1010%
0.000.000.000.000.000.000.000.000.59
205%
0.000.000.000.000.000.000.000.000.18
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 14 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 50%
520%
10 10%
254%
502%
100 1%
9910 16500 21300 27700 32600 37700
OKLAHOMA WEIGHTED SKEW = -0.204
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1904-07, 1938-44
PERIOD (CON SECU TIVE DAYS)
DISCHARGE, IN CFS, FOR INDICATEDRECURRENCE INTERVAL, IN YEARS, ANDEXCEEDANCE PROBABILITY, IN PERCENT
2 50%
520%
10 10%
254%
502%
100 1%
137
15306090
6100369022601400913636501
90905730337019501350948748
1030065203710206014501020812
1130070703890211015001050843
1180072903940212015101050851
1210074203970212015101050855
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1904-07, 1938-44
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
3110 673 337 210 161 96 53 25 7.0 0.25 0.07 0.03 0.02 0.01 0.00 0.00 0.00
258
cn CD
Q
Z o
o Ld
C
O
LJ Q.
LJ tf o m ID
O Ld
O
C
K
<
X
O c/) Q
105 E
io4 L
10' t
102
10"
10 10"
20-
PE
RC
EN
T E
XC
EE
DA
NC
E P
RO
BA
BIL
ITY
50-
PE
RC
EN
T E
XC
EE
DA
NC
E P
RO
BA
BIL
ITY
BO
-PE
RC
EN
T E
XC
EE
DA
NC
E P
RO
BA
BIL
ITY
STA
TIO
N N
UM
BE
R 0
73
02
00
0
STR
EA
MFL
OW
UN
RE
GU
LATE
D
OC
T N
OV
D
EC
JAN
FE
B M
AR
APR
M
AY
JUN
E
JULY
AU
G
SEPT
Fig
ure
118. D
ura
tio
n
hyd
rog
rap
hs
of
daily
dis
ch
arg
e
va
lue
s
for
No
rth
F
ork
R
ed
Riv
er
near
Gra
nit
e,
Okla
ho
ma,
wate
r years
19
05
-19
07
, 1939-1
944 (
str
eam
flo
w
un
reg
ula
ted
).
RED RIVER BASIN
07303000 NORTH FORK RED RIVER BELOW ALTUS UAM, NEAR LUGERT, OK
LOCATION. Lat 34 0 53'26", long 99"18'22", in SW 1/4 sec.22, T.5 N., R.20 W., Greet County, Hydrologlc Unit 11120303, on right bank at State Highway 44A bridge, 3,500 ft downstream from Altus Dam, 1.9 ml upstream from Elm Fork of North Fork, 2.0 ml west of Lugert, and at mile 72.8.
DRAINAGE AREA. 2,515 ml2 , of which 399 ml 2 is probably noncontrlbuting.
PERIOD OF RECORD. March 1930 to December 1932 (published as "at Lugert Dam"), December 1943 to September 1950 (published as spill from Lake Altus), October 1950 to September 1962, August 1964 to current year. Monthly discharge only for some periods, published In WSP 1311.
REMARKS. Some regulation at low flow by Lugert Lake prior to December 1943, and completely regulated thereafter by Lake Altus. Diversions at Lake Altus bypass most of streamflow. Seepage from Altus Dam not Included for period February 1953 to September 1977.
STREAMFLOW REGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1951-62, 1965-69, 1976-84
STAN DARD COEFFI- PERCENT DEVIA- CIENT OF OF
MONTH
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYJUNEJULYAUGUSTSEPTEMBER
ANNUAL
MAXIMUM (CFS)
50483
205126481291127
22301350216
1.40.93
247
MINIMUM (CFS)
0.000.000.000.000.000.000.000.000.000.000.000.00
0.00
MEAN (CFS)
213.48.29.7
28216.4
193175160.100.05
40
TION (CFS)
99164033
1026825
516368540.310.19
75
VARI ATION
4.74.84.93.43.73.24.02.72.13.33.03.7
1.9
ANNUAL RUNOFF
4.40.71.72.05.74.41.3
40.036.33.40.00.0
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1952-62, 1966-69, 1979-84
PERIOD(CONSECUTIVEDAYS)
137
14306090120183
DISCHARGE, IN CFS,RECURRENCE INTERVAL,
FOR INDICATEDIN YEARS
NON-EXCEEDANCE PROBABILITY, IN
2 550% 20%
0.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.00
1010%
0.000.000.000.000.000.000.000.000.00
, ANDPERCENT
205%
0.000.000.000.000.000.000.000.000.00
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 31 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 50%
520%
10 10%
254%
50 2%
1001%
16.5 1360 6600
STATION SKEW = -1.318
22400 39900 59600
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1951-62, 1965-69, 1976, 1978-84
PERIOD (CONSECUTIVEDAYS)
137
15306090
DISCHARGE RECURRENCE EXCEEDANCE
250%
130946544301915
520%
214016301060711455270193
, IN CFS, FOR INDICATED INTERVAL, IN YEARS, AND PROBABILITY, IN PERCENT
1010%
886070704450294018201010692
254%
38900330002020013100781039402570
502%
992008830053000339001970093105830
1001%
22800021300012500079100448001990012000
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1951-62, 1965-69, 1976, 1978-84
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5%
6710 1130 98 4.9 4.6 4.1 3.5 2.9 2.3 1.7 1.2 0.58 0.29 0.12 0.06 0.03
99.9%
0.01
260
(oil
RED RIVER BASIN
07303400 ELM FORK OF NORTH FORK RED RIVER NEAR CARL, OK
LOCATION.--LAT 35"00'42", long 99*54 I 12", in SW 1/4 NW 1/4 sec.12, T.6 N., R.26 W., Harmon County, Hydrologlc Unit 11120304, near left bank on downstream side of pier of bridge on State Highway 30, 4.0 mi northeast of Carl, and at mile 54.0.
DRAINAGE AREA.--416 ml 2 .
PERIOD OF RECORD. October 1959 to 1979.
STREAMFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1960-79
MONTH
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYDUNEDULYAUGUSTSEPTEMBER
MAXIMUM(CFS)
2089155395679
247662302133121125
MINIMUM(CFS)
2.66.07.9
109.07.35.87.44.10.300.480.98
MEAN(CFS)
382620192228559484283551
STAN DARD
DEVIATION(CFS)
5022127.7
10216014871363840
COEFFICIENT OFVARIATION
1.30.820.600.410.470.731.11.60.841.31.10.79
PERCENTOF
ANNUALRUNOFF
7.55.34.13.84.45.6
11.018.716.95.66.910.2
ANNUAL 79 11 42 15 0.37 100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1961-79
PERIOD(CON SECUTIVEDAYS)
137
14306090
120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN
250%
1.11.21.62.64.48.3
121621
520%
0.200.200.280.501.53.06.18.6
12
1010*
0.060.070.090.170.741.53.85.17.7
PERCENT
205%
0.020.020.040.060.400.772.43.05.1
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 20 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
5 20%
10 10%
254%
502%
100 1%
5590 10100 13900 19500 24300
OKLAHOMA WEIGHTED SKEW = 0.084
29800
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1960-79
PERIOD (CONSECUTIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOK RECURRENCE. INTERVAL, IN EXCEEDANCE PROBABILITY,
250%
2000101052227616610888
520%
35101610830483282176135
1010%
42201840963609357221164
254%
481020101070746447275196
INDICATED YEARS, AND IN PERCENT
502%
510020701110834508313218
1001%
529021101140909565350238
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1960-79
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
630 100 53 39 31 23 19 16 14 12 8.5 4.4 1.9 0.36 0.22 0.11 0.03
262
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KEO RIVER BASIN
07303500 ELM FORK OF NORTH FORK RED RIVER NEAR MANGUM, OK
LOCATION. --Lat 34°55'36", long 99 0 30'00", on east line sec. 10, T.5 N. , R.22 W. , Greer County, at bridge on U.S. Highway 283, 3.0 ml north of Mangum, 5.0 ml downstream from Haystack Creek, and at mile 17.8.
DRAINAGE AREA. --838 ml 2 .
PERIOD OF RECORD. --April 1905 to March 1908 (published as Elm Fork of Red River), March 1930 to September 1931, October 1937 to September 1947, April 1965 to September 1967, August 1968 to 1976 (discontinued). Monthly discharge for some periods, published In WSP 1311. Occasional low-flow measurements, water years 1954, 1958-60, 1962-64, April to September 1965.
STREAHFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1906-07, 1931 1938-47, 1966-67, 1969-76
STAN DARD COEFFI- PERCENT
DEVIA- CIENT OF OF^
MONTH
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYJUNEJULYAUGUSTSEPTEMBER
ANNUAL
1AXIMUM (CFS)
48125436638817318468811201140308344321
259
MINIMUM (CFS)
0.163.76.06.87.53.63.44.75.10.081.30.01
15
MEAN (CFS)
1025943483350
132253227777295
100
TION (CFS)
1276773803747157312265869495
63
VARI ATION
1.21.11.71.71.10.951.21.21.21.11.31.0
0.64
ANNUAL RUNOFF
8.65.03.64.02.84.211.121.219.16.56.08.0
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1907-08, 1931, 1939-47,
1966-67, 1970-76
PERIOD (CONSECUTIVEDAYS)
137
14306090
120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN PERCENT
250%
1.31.52.02.35.0
14172339
520%
0.000.000.000.160.603.77.4
1116
1010%
0.000.000.000.000.121.54.87.09.7
205%
0.000.000.000.000.000.663.55.16.4
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 29 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 50%
520%
10 10%
254%
50 2%
1001%
8170 16000 22200 31100 38400 46100
OKLAHOMA WEIGHTED SKEW = -0.258
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1906-07, 1931, 1938-47,
1966-67, 1969-76
PERIOD (CON-crpii
TIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
375019901070618412264204
520%
6870347018701090747484371
1010%
9040442023901380955633488
254%
117005540300017201190812636
502%
137006290341019301340936743
1001%
1560069903780212014701050850
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1906-07, 1931, 1938-47, 1966-67, 1969-76
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
1700 341 145 90 68 43 30 22 18 12 7.2 3.3 1.1 0.01 0.00 0.00 0.00
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RED RIVER BASIN
0730*500 ELK CREEK NEAR HOBART, OK
LOCATION. Lat 3**5*'51", long 99*06'*9", in NE 1/* NE 1/* sec.17, T.5 N., R.18 W., Kiowa County, Hydrologlc Unit11120303, near right bank on downstream side of pier of county road bridge, 7.0 mi downstream from Little Elk Creek, 7.5 mi south of Hobart, and at mile 10.9.
DRAINAGE AREA. 5*9 mi2 .
PERIOD OF RECORD.--September 190* to March 1908, October 19*9 to current year.
REMARKS.--Part of high flows are diverted into West Otter Creek above station. Some regulation by numerous floodwater-retarding structures.
STREAMFLO* UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1905-07, 1950-8*
STAN DARD COEFFI- PERCENT
DEVIA- CIENT OF OFh
MONTH
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYDUNEDULYAUGUSTSEPTEMBER
ANNUAL
1AXIMUM (CFS)
11303901*9165259322*801*50662813199607
172
MINIMUM (CFS)
0.000.000.000.000.690.550.510.032.30.000.000.00
1*
MEAN (CFS)
119362323313*57
2*71*370297*
7*
TION (CFS)
2286930325156
101353166155*61*5
51
VARI ATION
1.91.91.31.*1.71.71.81.*1.22.21.62.0
0.69
ANNUAL RUNOFF
13.**.o2.62.63.53.86.527.916.27.93.38.3
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1906-08, 1951-8*
PERIOD (CONSECUTIVEDAYS)
1371*306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN PERCENT
250%
0.911.0*1.21.21.9*.67.1
1119
520%
0.000.000.000.000.120.951.72.3*.3
1010%
0.000.000.000.000.000.200.610.6*1.6
205%
0.000.000.000.000.000.000.000.1*0.50
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 38 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 50%
520%
10 10%
25*%
502%
100 1%
*650 8890 12700 18800
OKLAHOMA WEIGHTED SKEW = 0.233
2*300 30900
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1905-07, 1950-8*
PERIOD (CONSECUTIVEDAYS)
13715306090
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
326020701090603366213158
520%
6010*02021801230761*23309
1010%
839056*0308017501080598*31
25*%
121008010**002*9015*0856607
502%
15*00100005520310019201070751
1001%
19200122006730376023101310905
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1905-07, 1950-8*
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% *0% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
15*0 207 88 55 *0 26 18 12 8.0 5.0 2.* 0.*5 0.01 0.00 0.00 0.00 0.00
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RED RIVER BASIN
07305000 NORTH FORK RED RIVER NEAR HEADRICK, OK
LOCATION.--Lat WWOV, long 99°05'*7", in NW 1/* NE 1/* sec.21, T.2 N., R.18 W., Tlllman County, Hydrologlc Unit 11120303, near left bank on downstream side of pier of bridge on old U.S. Highway 62, 2.5 ml east of Headrlck, 12.9 ml upstream from Otter Creek, and at mile 33.0.
DRAINAGE AREA.--*,2** ml 2 , of which 399 ml 2 Is probably noncontrlbutlng.
PERIOD OF RECORD.--April 1905 to March 1908, October 1937 to current year. Monthly discharge only for some periods, published In WSP 1311. Prior to Duly 1905, published as "near Snyder".
REMARKS.--Flow regulated since December 19*3 by Lake Altus. Diversions for Irrigation of about 48,000 acres above station; some return flow may re-enter at Stinking Creek, 16 ml below station.
STREAMFLOW REGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES
MONTHMAXIMUM MINIMUM (CFS) (CFS)
STAN DARD COEFFI- PERCENT
DEVIA- CIENT OF OF MEAN TION VARI- ANNUAL (CFS) (CFS) ATION RUNOFF
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYJUNEDULYAUGUSTSEPTEMBER
ANNUAL
2310 6*8*56*99 116067* 1*50 6100 3120 2020706 1680
0.00 0.00 0.20 0.8**.1*.3 0.6* 0.31 100.25 0.00 0.00
681 50
30*9*666310710*1859966*6239100200
260
5351369*92
1981*83121*20677*20157330
17*
1.8 1.5 1.* 1.5 1.9.*.7.*.0.8.6.7
0.67
9.8 3.0 2.1 2.0 3.* 3.3 6.0 32.1 20.8 7.7 3.2 6.5
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 19*7-8*
PERIOD (CONSECUTIVEDAYS)
1371*306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN PERCENT
250%
1.81.92.*3.56.*1735*67*
520%
0.000.000.000.000.392.67.*
1218
1010%
0.000.000.000.000.020.*91.83.56.1
205%
0.000.000.000.000.000.000.320.7*2.1
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 39 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 50%
520%
10 10%
25*%
50 2%
1001%
12000 20*00 26200
STATION SKEW = -0.651
33700 39200 **600
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 19*6-8*
PERIOD (CONSECUTIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
90206110338019801220751562
520%
16000113006*90*070260015201110
1010%
209001500088805810J82021901580
25*%
2710020000121008380570032502290
502%
31600237001*700105007360*1902900
1001%
3600027300173001290092305260J590
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 19*6-8*
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% *0% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
*980 9*1 361 211 1*2 86 62 *5 32 23 12 3.7 0.29 0.01 0.00 0.00 0.00
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RED RIVER BASIN
07305500 WEST OTTER CREEK AT SNYDER LAKE, NEAR MOUNTAIN PARK, OK
LOCATION.--Lat 34°44'02", long 98°59 1 10", in SE 1/4 NE 1/4 sec.16, T.3 N., R.17 W., Kiowa County, Hydrologic Unit11120303, near east end of Snyder Dam, 0.8 mi upstream from small tributary, 3 mi northwest of Mountain Park, and at mile 26.0.
DRAINAGE AREA.--132 ml .
PERIOD OF RECORD.--April 1903 to March 1908, October 1951 to September 1971, duly 1972 to current year. Otter Creek near Mountain Park 1903-8 and as Otter Creek at Snyder Lake, near Mountain Park 1951-60. discharge only for some periods, published in WSP 1311.
Published as Monthly
REMARKS.--The city of Snyder diverted about 130 acre-ft annually prior to October 1958 and none thereafter, completely regulated since 3une 1975 by Tom Steed Reservoir.
Flow
STREAMFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1952-71, 1973-74
STAN DARD COEFFI- PERCENT
DEVIA- CIENT OF OFMAXIMUM MINIMUM MEAN TION VARI- ANNUAL
MONTH (CFS) (CFS) (CFS) (CFS) ATION RUNOFF
OCTOBERNOVEMBERDECEMBER3ANUARYFEBRUARYMARCHAPRILMAYJUNEDULYAUGUSTSEPTEMBER
ANNUAL
19013171402712312939222712732
197
60
0.000.000.000.000.000.000.000.000.000.000.000.00
0.00
318.36.42.72.06.3
6251172.
36
20
5528188.85.9
26349968397.1
63
15
1.8 3.4 2.8 3.2 3.0 4.2 2.4 1.6 1.3 2.3 2.9 1.8
0.77
13.03.52.71.10.82.65.9
26.121.3
14.9
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1953-71, 1974
PERIOD(CON SECUTIVEDAYS)
137
14306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN
250%
0.000.000.000.000.000.000.000.000.73
520%
0.000.000.000.000.000.000.000.000.00
1010%
0.000.000.000.000.000.000.000.000.00
PERCENT
205%
0.000.000.000.000.000.000.000.000.00
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 22 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
520%
10 10%
254%
2410 5200 7650 11400
OKLAHOMA WEIGHTED SKEW = -0.187
50 2%
1001%
14600 18300
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1952-71, 1973-74
PERIOD (CONSECUTIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR RECURRENCE INTERVAL, IN EXCEEDANCE PROBABILITY,
250%
16108604702501508462
520%
31101480810440250149110
1010%
38201700930510290175130
254%
440018501000550310193143
INDICATED YEARS, AND IN PERCENT
502%
466019001030560320204150
1001%
483019301040570330207152
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1952-71, 1973-74
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%1%
555 36 8.0 3.1 0.79 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
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FEB
MAR
A
PR
M
AY
JUN
E
JULY
A
UG
SE
PT
Fig
ure
123. D
ura
tion hyd
rogra
phs
of
daily
dis
charg
e va
lues
for
West
O
tte
r C
ree
k at
Snyd
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La
ke near
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klahom
a,
wate
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1954-1
971,
19
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74
(s
tre
am
flo
w u
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gu
late
d).
RED RIVER BASIN
07305500 WEST OTTER CREEK AT SNYDER LAKE NEAR MOUNTAIN PARK, OK--Continued
STREAMFLOW REGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1975-84
STAN DARD COEFFI- PERCENT DEVIA- CIENT OF OF
MONTH
OCTOBERNOVEMBERDECEMBERJANUARYFLURUARYMARCHAPRILMAYJUNEJULYAUGUSTSEPTEMBER
ANNUAL
MAXIMUM (CFS)
31102
5.91139329.6
45167721.63.1
22
MINIMUM (CFS)
0.000.000.000.000.000.000.000.000.010.000.000.00
0.03
MEAN (CFS)
6.1170.811.44.53.81.45.6
247.40.510.75
6.1
TION (CFS)
11371.83.5
12103.0
1452230.580.95
8.0
VARI ATION
1.72.12.32.52.72.62.22.52.23.01.11.3
1.3
ANNUAL RUNOFF
8.323.71.11.96.15.21.97.6
32.410.10.71.0
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1976-84
PERIOD (CONSECUTIVEDAYS)
137
14306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN PERCENT
250%
0.000.000.000.000.000.000.000.000.02
520%
0.000.000.000.000.000.000.000.000.00
1010%
0.000.000.000.000.000.000.000.000.00
205%
0.000.000.000.000.000.000.000.000.00
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 10 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 50%
520%
10 10%
254%
50 2%
100 1%
113 348 649
STATION SKEW = 0.284
1300 2060 3150
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1975-84
PERIOD (CONSECUTIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR RECURRENCE INTERVAL, IN EXCEEDANCE PROBABILITY,
250%
422719127.54.33.2
520%
272214156108633424
1010%
72563648434619510068
254%
2070206016501220668320205
INDICATED YEARS, AND IN PERCENT
502%
41003900366028101500681419
1001%
758075707570598031201340795
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1975-84
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%1%
185 11 3.7 1.8 0.98 0.39 0.06 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
272
CO
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JULY
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Fig
ure
1
24
. D
ura
tio
n h
yd
rog
rap
hs
of
daily
d
isch
arg
e va
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s fo
r W
est
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Cre
ek
at
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r Lake
near
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, O
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ate
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1976-1
984
(str
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ted).
RED RIVER BASIN
07308500 RED RIVER NEAR BURKBURNETT, TX
LOCATION.--Lat 34 e 06'36", long 98 e 3r53" f Cotton County, Okla., Hydrologic Unit 11130102, on left bank at downstream side of bridge on U.S. Highways 277 and 281, 2.5 ml northeast of Burkburnett, and at mile 933.
DRAINAGE AREA.--20,570 ml 2 , of which 5,936 ml 2 probably Is noncontrlbutlng.
PERIOD OF RECORD. Duly 1924 to August 1925 (monthly discharge only), December 1959 to current year.
REMARKS. Many small diversions for Irrigation upstream from station.
STREAMFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1961-84
MONTH
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYDUNEDULYAUGUSTSEPTEMBER
MAXIMUM(CFS)
12000157010701090999
22105990125006670594021104240
MINIMUM(CFS)
220.963.05.58.48.00.15
111480.061.3
32
MEAN(CFS)
138048725225228738265319702390690538
1070
STAN DARDDEVIATION(CFS)
289048123823423045211902740175012506181230
COEFFICIENT OFVARIATION
2.10.990.940.930.801.21.81.40.731.81.21.2
PERCENTOF
ANNUALRUNOFF
13.34.72.42.42.83.76.319.023.16.75.210.4
ANNUAL 1740 178 864 454 0.53 100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1961-84
PERIOD (CON-CfTpllOC_^-U
TIVEDAYS)
13714306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN PERCENT
250%
192227327188
148195305
520%
2.32.63.15.05.6
225774
118
1010%
0.000.000.000.000.448.2
283662
205%
0.000.000.000.000.003.2
141834
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 25 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
a50%
520%
10 10%
254%
502%
1001%
25900 48500 67900 97600 124000 153000
WATER RESOURCES COUNCIL WEIGHTED SKEW = 0.095
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1961-84
PERIOD (CON SECU TIVE 2 DAYS) 50%
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
520%
10 10%
254%
502%
100 1%
19900 40500 58100 84500 107000 13200037
15306090
15800104006740428026302020
325002020012800794046403450
4630027400169001050060304380
6640036600220001360077605490
8300043400256001580090206250
101000501002890012800102006960
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1961-84
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
13800 3180 1600 1010 691 417 288 214 156 113 71 32 9.1 0.25 0.01 0.00 0.00
274
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Fig
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RED RIVER BASIN
07311000 EAST CACHE CREEK NEAR WALTERS, OK
LOCATION.--Lat 34°2r44", long 98°16'56", on south line of SE 1/4 SE 1/4 sec.19, T.2 S., R.10 W., Cotton County, Hydrologlc Unit 11130202, at right bank on downstream side of bridge on State Highway 53, 1.8 ml east of Walters, 12.2 ml upstream from West Cache Creek, and at mile 19.7.
DRAINAGE AREA.--675 ml 2 .
PERIOD OF RECORD.--May 1938 to December 1963; October 1969 to current year. Creek near Walters.
Prior to October 1969, published as Cache
REMARKS.--Flow partly regulated by Lake Lawtonka, on Medicine Creek prior to late 1953, and thereafter, by Lake Thomas, on Little Medicine Creek, and since March 1961 by Lake Ellsworth, on East Cache Creek. Low flow sustained by sewage from cities of Lawton and Walters.
STREAMFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1939-61
MONTH
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYJUNEJULYAUGUSTSEPTEMBER
MAXIMUM(CFS)
1040260435250389
1150101025801590374211895
MINIMUM(CFS)
0.000.150.150.632.22.17.85.1
139.33.80.00
MEAN(CFS)
2326978509113420668038310938
108
STAN DARD
DEVIATION(CFS)
3378210656
11126727681041311049204
COEFFICIENT OFVARIATION
1.51.21.41.11.22.01.31.21.11.01.31.9
PERCENTOF
ANNUALRUNOFF
10.73.23.62.34.26.19.531.217.65.01.75.0
ANNUAL 394 13 182 110 0.61 100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1939-61
PERIOD(CONSECU TIVEDAYS)
13714306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN PERCENT
250%
7.47.78.18.6
1316223047
520%
2.02.93.23.63.94.45.97.4
12
1010%
0.290.820.961.31.41.72.22.54.7
205%
0.000.000.000.000.010.070.300.842.0
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 23 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 50%
520%
10 10%
254%
50 2%
100 1%
7680 13300 17800 24300
OKLAHOMA WEIGHTED SKEW = 0.045
29700 35700
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1939-61
DISCHARGE, IN CFS, FOR INDICATED PERIOD RECURRENCE INTERVAL, IN YEARS, AND (CON- EXCEEDANCE PROBABILITY, IN PERCENT SFCU- ----------------------- - - ---TIVE 2 5 10 DAYS) 50% 20% 10%
25 50 1004% 2% 1%
137
15306090
7360497026401490982606460
1240086704750273017901120807
14700103005790338022101410980
165001160066703990259016901130
174001220071104310279018501210
180001260074104550293019701270
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1939-61
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
3540 659 251 145 100 61 40 28 21 16 11 6.4 2.5 0.13 0.07 0.04 0.01
276
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Fig
ure
126. D
ura
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yd
rog
rap
hs o
f daily
d
isch
arg
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lue
s fo
r E
ast
C
ach
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reek
ne
ar
Walters
, O
klahom
a,
wate
r ye
ars
1943-1
961
(str
ea
mflo
w unre
gula
ted).
RED RIVER BASIN
07311000 EAST CACHE CREEK NEAR WALTERS, OK--Continued
STREAHFLOW REGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1962-63, 1970-84
MONTH
OCTOBERNOVEMBERDECEMBER3ANUARYFEBRUARYMARCHAPRILMAY3UNE3ULYAUGUSTSEPTEMBER
ANNUAL
MAXIMUM(CFS)
27 '4047811831129755834618202620483285205
342
MINIMUM(CFS)
1318171923191822199.79.313
39
MEAN(CFS)
22285465971124107361426817156
143
STAN DARD
DEVIATION(CFS)
65211930708114894
5046611218354
113
COEFFI CIENT OFVARIATION
2.91.40.651.21.11.20.881.41.51.51.20.96
0.79
PERCENT OF
ANNUALRUNOFF
13.05.02.73.54.27.36.3
21.124.94.84.13.3
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1963, 1971-84
PERIOD (CONSECUTIVEDAYS)
13714306090
120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN PERCENT
250%
7.88.8
10121620222639
520%
4.65.56.77.8
1114161825
1010%
3.64.35.46.39.0
12131521
205%
2.93.64.55.27.7
10111317
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 17 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 50%
520%
10 10%
254%
50 2%
1001%
3580 9030 15800 30800
STATION SKEW = 0.787
48900 76000
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1962-63, 1970-84
PERIOD (CONSECUTIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
321023001370850520329249
520%
76205600343021701280773573
1010%
1260092905850370021501250913
254%
2270016500108006760384021301530
502%
33800242001630010200570030402170
1001%
49300348002410014900823042302990
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1962-63, 1970-84
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
2350 527 202 102 73 49 39 32 28 23 20 16 13 9.5 7.7 6.5 4.4
278
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Fig
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1
27
. D
ura
tio
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rap
hs
of
daily
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for
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RED RIVER BASIN
07311200 BLUE BEAVER CREEK NEAR CACHE, OK (Hydrologic bench-mark station)
LOCATION. Lat 34 0 37'24", long 98°33'48", In NE 1/4 NE 1/4 sec.28, T.2 N., R.13 W., Comanche County, Hydrologic Unit 11130203, on downstream side of right bank pier on old U.S. Highway 62, 3,000 ft upstream from St. Louis- San Francisco Railway Co. bridge, 4.0 ml east of Cache, and at mile 12.0.
DRAINAGE AREA.--24.6 ml 2 .
PERIOD OF RECORD. Ouly 1964 to current year.
REMARKS.--Minor regulation by Lake 3ed Oohnson.
STREAHFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1965-84
STAN DARD COEFFI- PERCENT DEVIA- CIENT OF OF
^MONTH
OCTOBERNOVEMBERDECEMUEHOANUARYFEBRUARYMARCHAPRILMAYDUNEOULYAUGUSTSEPTEMBER
ANNUAL
1AXIMUM (CFS)
13849155331895417656132830
27
MINIMUM (CFS)
0.000.000.000.000.000.000.020.030.010.000.000.00
0.48
MEAN (CFS)
105.92.65.88.3151534151.31.54.0
9.9
TION (CFS)
31123.8
1211211544202.96.18.8
7.5
VARI ATION
2.92.01.52.11.31.51.01.31.32.24.02.2
0.76
ANNUAL RUNOFF
8.85.02.24.97.012.312.528.612.81.11.33.4
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1966-84
PERIOD (CONSECUTIVEDAYS)
137
14306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN PERCENT
250%
0.000.000.000.000.000.000.020.100.64
520%
0.000.000.000.000.000.000.000.000.00
1010%
0.000.000.000.000.000.000.000.000.00
205%
0.000.000.000.000.000.000.000.000.00
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 20 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
520%
10 10%
254%
502%
1001%
1390 3470 5660 9600
OKLAHOMA WEIGHTED SKEW = 0.109
13600 18600
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1965-84
PERIOD (CONSECUTIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR RECURRENCE INTERVAL, IN EXCEEDANCE PROBABILITY,
250%
36722413177493224
520%
8474892771661016548
1010%
13207253942351398563
254%
2120109055833018410781
INDICATED YEARS, AND IN PERCENT
502%
2880141069040321612092
1001%
38101780826477246131102
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1965-84
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%1%
166 37 18 11 6.6 3.1 1.5 0.80 0.13 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00
280
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JAN
FE
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JUN
E
JULY
AU
G
SEPT
Fig
ure
1
28
. D
ura
tio
n hydro
gra
phs
of
daily
d
isch
arg
e valu
es fo
r B
lue
B
eave
r C
ree
k near
Cach
e,
Okl
ah
om
a,
wate
r years
1966-1
984 (s
tream
flow
unre
gula
ted).
RED RIVER BASIN
07311500 DEEP RED RUN NEAR RANDLETT, OK
LOCATION.--Lat 34"13'15", long 98"27'10", in SW 1/4 SW 1/4 sec.10, T.4 S., R.12 W., Cotton County, Hydrologic Unit11130203, near right bank on downstream side of pier of bridge on U.S. Highway 277, 2.8 ml north of Randlett, and at mile 4.8.
DRAINAGE AREA. 617 mi2 .
PERIOD OF RECORD.--October 1949 to current year.
REMARKS.--Some regulation by numerous floodwater-retarding structures.
STREAMFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1950-84
I
MONTH
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYJUNEJULYAUGUSTSEPTEMBER
ANNUAL
MAXIMUM(CFS)
3350725230437281506799234012902845061450
326
MINIMUM(CFS)
0.000.000.000.000.020.100.000.060.000.000.000.00
16
MEAN(CFS)
217581824324387
4392404050147
117
STAN DARD
DEVIATION(CFS)
5981384576599318057529065
101283
82
COEFFI CIENT OFVARIATION
2.72.42.53.21.82.22.11.31.21.62.01.9
0.70
PERCENT OF
ANNUALRUNOFF
15.64.21.31.72.33.16.231.417.22.93.610.6
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1951-84
PERIOD(CON SECUTIVEDAYS)
13714306090120183
DISCHARGE, IN CFS,RECURRENCE INTERVAL
FOR INDICATED, IN YEARS
NON-EXCEEDANCE PROBABILITY, IN
2 550% 20%
0.00 0.000.00 0.000.00 0.000.00 0.000.06 0.000.58 0.001.7 0.323.4 0.71
16 1.9
1010%
0.000.000.000.000.000.000.000.140.31
, ANDPERCENT
205%
0.000.000.000.000.000.000.000.000.00
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 33 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250*
520%
10 10%
254%
50 2%
100 1%
6150 14500 22900 37600 52000
OKLAHOMA WEIGHTED SKLW = 0.106
69900
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1950-84
PERIOD (CONSECUTIVEDAYS)
13715306090
DISCHARGE, IN CFS, FOR RECURRENCE INTERVAL, IN EXCEEDANCE PROBABILITY,
250%
5090397021901210720421304
520%
106007990442024101410806567
1010%
15300111006030327019101080742
254%
22700153008080436025401410947
INDICATED YEARS, AND IN PERCENT
502%
291001850095605130300016501090
1001%
3630021800110005870345018701210
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1950-84
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
2780 443 90 35 19 8.6 5.1 3.2 1.8 0.76 0.20 0.01 0.00 0.00 0.00 0.00 0.00
282
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RED RIVER BASIN
07313000 LITTLE BEAVER CREEK NEAR DUNCAN, OK
LOCATION.--Lat 34*29'36", long 98'06'42", in NE 1/4 sec.11, T.1 S., R.9 W., on downstream side of right pier of bridge on county road, 0.8 ml downstream from Stage Stand Creek, 8.2 ml west of Duncan, and at mile 11.9.
DRAINAGE AREA. 158 ml 2 .
PERIOD OF RECORD. October 1948 to December 1963.
STREAMFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1949-63
MONTH
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYJUNEJULYAUGUSTSEPTEMBER
ANNUAL
(CFS)
388707939
10677155
100081813087
103
118
(CFS)
0.000.000.000.151.42.61.97.76.00.680.000.00
7.0
(CFS)
57181612202329
258129321216
52
STAN DARD
DEVIA- (CFS)
104232110262138
280211412329
33
COEFFI CIENT OF ATION
1.81.21.30.861.30.911.31.11.61.31.91.8
0.64
PERCENT OF
RUNOFF
9.22.92.61.93.33.64.7
41.320.75.22.02.6
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1950-63
PERIODSECU-TIVEDAYS)
137
14306090120183
DISCHARGE, IN CFS,RECURRENCE INTERVAL
2 550% 20%
0.00 0.000.00 0.000.00 0.000.00 0.000.14 0.001.6 0.003.1 0.005.6 0.88
11 2.9
FOR INDICATED, IN YEARS, AND
1010%
0.000.000.000.000.000.000.000.120.90
205%
0.000.000.000.000.000.000.000.000.00
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 15 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
5 20%
10 10%
254%
50 2%
1001%
10500 29400 50300 89500 130000 182000
OKLAHOMA WEIGHTED SKEW = 0.012
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1949-63
PERIOD (CONSECUTIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
33701500725390254153117
520%
767032801610939587344247
1010%
11500478023501450880509351
254%
173006980346022801320754495
502%
222008790437030201700959607
1001%
27700107005350386021201180723
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1949-63
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
975 108 41 28 22 15 11 7.2 4.5 2.2 0.26 0.06 0.03 0.01 0.01 0.00 0.00
284
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RED RIVER BASIN
07313500 BEAVER CREEK NEAR WAURIKA, OK
LOCATION.--Lat 34'13 I 00", long 98'02'57", on north line of NW 1/4 NW 1/4 sec.16, T.4 S., R.8 W., Defferson County, Hydrologic Unit 1130208, on left bank on downstream side of bridge on State Highway 5, 4.5 mi northwest of Waurika, 6.2 mi upstream from Cow Creek, and at mile 25.8.
DRAINAGE AREA. 563 mi2 .
PERIOD OF RECORD.--Oune 1953 to current year.
REMARKS.--Flow regulated since 1977 by Waurika Lake.
STREAMFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1954-76
MONTH
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYDUNEDULYAUGUSTSEPTEMBER
ANNUAL
MAXIMUM(CFS)
794451281153276537726
26302130170168230
349
MINIMUM(CFS)
0.000.000.000.050.071.91.40.814.60.000.000.00
20
MEAN(CFS)
879042344471
112434229502959
107
STAN DARD
DEVIATION(CFS)
172117644268112164703449584264
95
COEFFI CIENT OFVARIATION
2.01.31.51.21.51.61.51.62.01.21.51.1
0.89
PERCENT OF
ANNUALRUNOFF
6.87.03.22.73.45.58.733.917.93.92.24.6
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1955-76
PERIOD(CON SECUTIVEDAYS)
137
14306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN
250%
0.000.000.000.000.261.12.97.9
22
520%
0.000.000.000.000.000.000.111.14.4
1010%
0.000.000.000.000.000.000.000.271.4
PERCENT
205%
0.000.000.000.000.000.000.000.010.48
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 24 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
520%
10 10%
254%
50 2%
100 1%
4320 11400 19400 34900
OKLAHOMA WEIGHTED SKEW = 0.247
51500 73800
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1954-76
PERIOD (CONSECUTIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
299020301050561339208165
520%
7280479025101430847518398
1010%
122007780418025301480897665
254%
222001350075104980287017101200
502%
3340019500112007990457026801800
1001%
48900276001640012600712041002640
1%
1950
5% 10%
131
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1954-76
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5%
0.00
99.9%
0.00361 78 56 34 22 13 6.6 2.8 0.47 0.01 0.00 0.00 0.00
286
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RED RIVER BASIN
07315500 RED RIVER NEAR TERRAL, OK
LOCATION.--Lat 33°52'43", long 97"56'03", Jefferson County, Hydrologlc Unit 11130201, on left bank at downstream side of bridge abutment on U.S. Highway 81, 0.5 ml downstream from Chicago, Rock Island, and Railroad Co. bridge, 1.2 ml south of Terral, 3.6 ml downstream from Little Wlchlta River, and at mile 872.
DRAINAGE AREA.--28,723 ml2 , of which 5,936 ml 2 probably Is noncontrlbuting.
PERIOD OF RECORD.--January 1938 to current year. Monthly discharge only for some periods, published In WSP 1311.
REMARKS.--Many small diversions for Irrigation, oil field, and municipal uses upstream from station.
STREAMFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1939-84
MONTH
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPKILMAYJUNEJULYAUGUSTSEPTEMBER
ANNUAL
MAXIMUM(CFS)
2290092203520260034607740165004360037500808092707910
7110
MINIMUM(CFS)
1081029177
13666142134517158155109
523
MEAN(CFS)
297013107345838251040210064105120154011201690
2130
STAN DARDDEVIATION(CFS)
507017408195008291300326085006040175015101740
1460
COEFFICIENT 0VARIATION
1.71.31.10.861.01.21.51.31.21.11.31.0
0.69
PERCENTF OF
ANNUALRUNOFF
11.75.12.92.33.24.18.3
25.220.16.14.46.6
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1939-84
PERIOD(CONSECUTIVEDAYS)
13714306090120183
DISCHARGE, IN CFS,RECURRENCE INTERVAL,
FOR INDICATEDIN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN PERCENT
2 550% 20%
122 78129 84140 92153 100191 121253 154306 184387 216672 328
1010%
6267748097
121145162227
205%
515662678299
120128168
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 45 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 50%
520%
10 10%
254%
50 2%
100 1%
41300 71300 95300 130000 160000 192000
WATER RESOURCES COUNCIL WEIGHTED SKEW = 0.072
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1939-84
PERIOD (CONSECUTIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR RECURRENCE INTERVAL, IN EXCEEDANCE PROBABILITY,
250%
37400301001960012500803051603980
520%
6780054800359002370016000102007640
1010%
93300750004930032900230001500011100
254%
1320001050006940046700341002330016800
INDICATED YEARS, AND IN PERCENT
502%
1660001310008650058500441003130022300
1001%
20400016000010600071600556004130028900
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1939-84
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
31800 9000 4290 2600 1770 1010 671 498 388 300 225 155 118 95 83 55
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RED RIVER BASIN
07315700 MUD CREEK NEAR COURTNEY, OK
LOCATION.--Lat 34 000'20", long 97"34 I 00", in NW 1/4 SE 1/4 sec.25, T.6 S., R.4 W., Jefferson County, Hydrologic Unit, 11130201, on downstream side of bridge on State Highway 89, 4.0 mi downstream from North Mud Creek, 6.0 mi northwest of Courtney, and at mile 11.5.
DRAINAGE AREA.--572 mi2 .
PERIOD OF RECORD.--October 1960 to current year.
STREAHFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1961-84
MONTH
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYDUNEDULYAUGUSTSEPTEMBER
MAXIMUM(CFS)
1220854312151411411116036701160279293570
MINIMUM(CFS)
0.000.000.010.000.160.000.163.40.020.000.000.00
MEAN(CFS)
10197462255
115174456291272781
STAN DARD
DEVIATION(CFS)
24819779411061282847793536862149
COEFFICIENT OFVARIATION
2.52.01.71.82.01.11.61.71.22.52.31.8
PERCENTOF
ANNUALRUNOFF
6.86.53.11.53.77.7
11.730.619.51.81.85.4
ANNUAL 518 19 124 120 0.97 100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1962-84
PERIOD(CON SECUTIVEDAYS)
137
14306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN
250%
0.000.000.000.000.030.471.24.1
15
520%
0.000.000.000.000.000.000.100.312.4
1010%
0.000.000.000.000.000.000.000.040.75
PERCENT
205%
0.000.000.000.000.000.000.000.000.27
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 24 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 50%
520%
10 10%
254%
50 2%
100 1%
4510 10600 17000 29100 41600 58000
OKLAHOMA WEIGHTED SKEW = 0.345
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1961-84
PERIOD (CON SECU TIVE 2 DAYS) 50%
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
520%
10 10%
254%
50 2%
100 1%
137
15306090
356028201640931551325238
74205440319019201190708514
1100076204530281018001070780
170001080066104230284016701230
226001360084505510383022301660
2920016600106006990504028902190
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1961-84
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
2750 561 137 62 34 14 6.9 3.6 1.6 0.53 0.14 0.01 0.00 0.00 0.00 0.00 0.00
290
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RED RIVER BASIN
07316000 RED RIVER NEAR GAINESVILLE, TX
LOCATION.--Lat 33°43'40", long 97°09'35", In SW 1/4 sec.36, T.9 S., R.1 E., Love County, Okldhomd, Hydrologic Unit11130201, near center of span on downstream side of bridge on U.S. Highway 77, 0.2 ml downstream from Gulf, Colorado and Santa Fe Railway Co. bridge, 5.0 ml downstream from Fish Creek, 4.5 ml southwest of Fhackervllle, Oklahoma, 7.0 ml north of Galnesvllle, and at mile 791.5.
DRAINAGE AREA.--30,782 ml 2 of which 5,936 ml 2 Is probably noncontrIbutlng.
PERIOD OF RECORD.--May 1936 to current year. Monthly discharge only for some periods, published in WSP 1311.
REMARKS.--Some regulation since 1922 by Lake Kemp, In Texas; since 1946 by Lake Altus; since 1946 by Lake Klckapoo In Texas; since 1967 by Lake Arrowhead and Moss Lake, also In Texas, and by numerous floodwater-retarding structures; since 1975 by Tom Steed Lake; flow cummulatIvely regulated since 1977 with the Inclusion of Waurlka lake.
STREAMFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1937-76
MONTH
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYJUNEJULYAUGUSTSEPTEMBER
ANNUAL
MAXIMUM(CFS)
31100140005420343079601370026400478004350098601290011600
8360
MINIMUM(CFS)
11913712582
15191153204640166163108
651
MEAN(CFS)
34901870107084313301700319074506480202013802130
2750
STAN DARD
DEVIATION(CFS)
57602600124078916002410488094607590210021402230
1900
COEFFICIENT OFVARIATION
1.71.41.20.941.21.41.51.31.21.01.51.0
0.69
PERCENTOF
ANNUALRUNOFF
10.65.73.22.64.05.29.7
22.619.76.14.26.5
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PLRIOD Of RECORD 1938-76
PERIOD(CONSECUTIVEDAYS)
137
14306090120183
DISCHARGE, IN CFS,RECURRENCE INTERVAL
FOR INDICATED, IN YEARS
NON-EXCEEDANCE PROBABILITY, IN
2 550% 20%
162 103166 105173 109186 117237 143329 191416 229534 269906 406
1010%
81838692112143168187265
, ANDPERCENT
205%
6768707691113no138185
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 41 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
520%
10 10%
254%
502%
100 1%
46600 79500 10400 137000 162000 189000
WATER RESOURCES COUNCIL WEIGHTED SKEW = -0.202
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1937-76
PERIOD (CON-SFfll
TIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
41800339002240014200943063304970
520%
7280061300407002630018600126009650
1010%
96700830005560036400269001840013900
254%
1 300001140007730051600401002810020900
502%
1570001 390009550064800520003740027300
1001%
1860001670001 1 600079500660004860035000
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1937-76
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
39000 11400 5850 3670 2670 1520 990 693 525 398 280 186 144 112 101 87 64
292
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Fig
ure
134. D
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f daily
dis
charg
e va
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(str
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RED RIVER BASIN
07316500 WASHITA RIVER NEAR CHEYENNE, OK
LOCATION. --Lat 35 0 37'35", long 99"40'05", in SE 1/4 sec.5, T.13 N., R.23 W., Roger Mills County, Hydrologic Unit11130301, on left bank on downstream side of bridge on U.S. Highway 283, 0.5 mi downstream from Sergeant MajorCreek, 1.0 mi north of Cheyenne, 5.2 mi upstream from Dead Indian Creek, and at mile 543.9.
DRAINAGE AREA.--794 mi 2 .
PERIOD OF RECORD.--October 1937 to current year. Monthly discharge only for some periods, published in WSP 1311.
REMARKS.--Flow regulated since 1961 by numerous floodwater-retarding structures.
STREAMFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1938-60
MONTH
OCTOBERNOVFMBI.RDLCLMULUJANUARYFEBRUARYMARCHAPRILMAYJUNEJULYAUGUSTSFPTEMBFR
ANNUAL
MAXIMUM(CFS)
2486265524491
30572446213011088
122
MINIMUM(CFS)
0.000.000.000.000.000.000.242.60.220.000.000.00
4.9
MEAN(CFS)
31111314162156
16211727209.9
42
STAN DARD
DEVIATION(CFS)
71171714142267
191149323019
32
COEFFI CIENT OFVARIATION
2.21.51.31.00.861.01.21.21.31.21.51.9
0.77
PERCENT OF
ANNUALRUNOFF
6.32.12.62.73.24.311.332.423.55.44.12.0
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1939-60
PERIOD (CONSECUTIVEDAYS)
137
14306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON -EXCEEDANCE PROBABILITY, IN PERCENT
250%
0.000.000.000.000.000.000.612.15.0
520%
0.000.000.000.000.000.000.000.000.68
1010%
0.000.000.000.000.000.000.000.000.00
205%
0.000.000.000.000.000.000.000.000.00
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 23 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YLARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 50%
520%
1010%
254%
502%
100 1%
5500 15400 26800 49100
OKLAHOMA WEIGHTED SKEW - 0.138
73000 105000
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1938-60
PERIOD (CONSECUTIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR RECURRENCE INTERVAL, IN EXCEEDANCE PROBABILITY,
250%
148076741724616711388
520%
33401710903537395253190
1010%
488025101320784619379279
254%
7070368019301150998576416
INDICATED YEARS, AND IN PERCENT
502%
88304640245014501360750534
1001%
107005650301017901790946666
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1938-60
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
665 142 67 44 34 20 13 6.4 1.2 0.08 0.06 0.03 0.01 0.01 0.00 0.00 0.00
294
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Fig
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135. D
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960 (
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).
RED RIVER BASIN
07316500 WASHITA RIVER NEAR CHEYENNE, OK--Contlnued
STREAHFLOW REGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1961-84
MONTH
OCTOBERNOVLMI1LRDECt'MHLRJANUARYFEBRUARYMARCHAPRILMAYJUNEJULYAUGUSTSEPTEMBER
ANNUAL
MAXIMUM(CFS)
144273933356354
348203621535
57
MINIMUM(CFS)
0.000.000.000.031.52.21.10.000.010.000.000.00
2.6
MEAN(CFS)
116.18.19.2
14182351426.82.83.1
16
STAN DARD
DEVIATION(CFS)
317.59.68.3
1014159255134.97.7
14
COEFFI CIENT OFVARIATION
2.81.21.20.900.720.770.631.81.31.91.72.5
0.87
PERCENT OF
ANNUALRUNOFF
5.73.14.24.77.29.311.926.021.43.51.51.6
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1962-84
PERIOD (CONSECUTIVEDAYS)
13714306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN PERCENT
250%
0.000.000.000.000.000.000.130.601.9
520%
0.000.000.000.000.000.000.000.000.16
1010%
0.000.000.000.000.000.000.000.000.00
205%
0.000.000.000.000.000.000.000.000.00
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 24 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 50%
520%
10 10%
254%
50 2%
100 1%
1010 2720 4540 7820
OKLAHOMA WEIGHTED SKEW = -0.048
11100 15100
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PLRIOD Oh RECORD 1961-84
PERIOD (CONSECUTIVEDAYS)
13715306090
DISCHARGE, IN CFS, FOR RECURRENCE INTERVAL, IN EXCEEDANCE PROBABILITY,
250%
37522012776503529
520%
8104652731721147660
1010%
114066040727518212091
254%
1560920620466311203146
INDICATED YEARS, AND IN PERCENT
502%
18801120812667447291203
1001%
218013301030931629408276
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1961-84
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%1%
208 52 33 25 20 13 7.4 3.9 2.1 0.09 0.01 0.00 0.00 0.00 0.00 0.00 0.00
296
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Fig
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136. D
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rap
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of
da
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Ch
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Okla
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ma
, w
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1966-1
984 (s
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re
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RED RIVER BASIN
07319500 SANDSTONE CREEK NEAR BERLIN, OK
LOCATION.--Lat 35°30'26", long 99"33'27", on west line of NW 1/4 NW 1/4 sec.20, T.12 N., R.22 W., Beckham County, on left bank 50 ft downstream from county road bridge, 5.5 ml northeast of Berlin.
DRAINAGE AREA.--44.9 ml2 of which 4.0 ml 2 Is noncontrlbutlng.
PERIOD OF RECORD.--October 1952 to September 1972.
REMARKS.--Flow regulated since 1951 by numerous floodwater-retardlng structures.
STREAMFLOW REGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1953-72
MONTH
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYJUNEJULYAUGUSTSEPTEMBER
ANNUAL
MAXIMUM(CFS)
167.19.47.8
1411227030138.19.2
8.6
MINIMUM(CFS)
0.000.000.000.000.000.000.140.030.320.070.000.00
0.19
MEAN(CFS)
2.82.02.32.22.72.44.5127.22.81.41.8
3.7
STAN DARD
DEVIATION(CFS)
4.02.02.62.33.32.55.5
217.43.91.92.7
2.8
COEFFI CIENT OFVARIATION
1.40.991.11.01.21.01.21.81.01.41.31.5
0.75
PERCENT OF
ANNUALRUNOFF
6.44.55.25.16.25.5
10.226.916.56.33.34.1
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1954-72
PERIOD(CON SECUTIVEDAYS)
13714306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON -EXCEEDANCE PROBABILITY, IN
250%
0.060.090.120.190.360.500.660.851.2
520%
0.000.000.000.000.000.040.150.220.41
1010%
0.000.000.000.000.000.000.060.100.22
PERCENT
?05%
0.000.000.000.000.000.000.030.050.12
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 20 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
520%
10 10%
254%
502%
100 1%
676 1540 2430 4020
OKLAHOMA WEIGHTED SKEW = 0.247
5610 7620
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON ItKIOD Ol HLCOHI) 1953-72
PERIOD (CONSECUTIVEDAYS)
13715306090
DISCHARGE, IN CFS, FOR RECURRENCE INTERVAL, IN EXCEEDANCE PROBABILITY,
250%
95532816117.46.1
520%
2081267442281814
1010%
32220112872462821
254%
527335236131814632
INDICATED YEARS, AND IN PERCENT
502%
7334683561961166342
1001%
9966355212851618554
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1953-72
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5%
53 9.4 6.0 4.2 3.3 2.3 1.6 1.3 0.95 0.66 0.34 0.01 0.00 0.00 0.00 0.00
99.9%
0.00
298
663
DISCHARGE, IN CUBIC FEET PER SECOND
Q.
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RED RIVER BASIN
07323000 SANDSTONE CREEK NEAR CHEYENNE, OK
LOCATION.--Lat 35 e 33'10", long 99 0 31'50", on south line of SE 1/4 SE 1/4 sec.34, T.13 N., R.22 W., Roger Mills County, near left bank on downstream side of pier on county road bridge, 4.5 ml upstream from Wildcat Creek, 9.1 ml southeast of Cheyenne, and at mile 6.0.
DRAINAGE AREA.--87.1 ml 2 , of which 4.0 ml 2 Is probably noncontributlng.
PERIOD OF RECORD.--April 1951 to June 1974.
REMARKS.--Some diversions for Irrigation above station. Flow regulated since 1951 by numerous floodwater-retardlng structures.
STREAMFLOW REGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1952-73
MONTH
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYJUNEJULYAUGUSTSEPTEMBER
MAXIMUM(CFS)
3314231733244212763292516
MINIMUM(CFS)
0.000.040.050.030.100.170.000.000.500.000.000.00
MEAN(CFS)
5.53.34.13.54.54.18.2
18125.33.34.0
STAN DARD
DEVIATION(CFS)
8.33.75.44.17.05.3
1032147.66.35.4
COEFFICIENT OFVARIATION
1.51.11.31.21.61.31.21.81.11.41.91.3
PERCENTOF
ANNUALRUNOFF
7.34.45.44.65.95.4
10.823.915.86.94.45.3
ANNUAL 17 0.69 6.3 5.1 0.81 100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PLRIOD OF RECORD 1953-74
PERIOD (CONSECUTIVEDAYS)
137
14306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON -EXCEEDANCE PROBABILITY, IN PERCENT
250%
0.060.070.110.160.260.531.11.42.4
520%
0.000.000.000.000.000.030.160.380.55
1010%
0.000.000.000.000.000.000.000.100.20
205%
0.000.000.000.000.000.000.000.000.07
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 24 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 50%
520%
10 10%
254%
502%
1001%
1220 2390 3420 5070
OKLAHOMA WEIGHTED SKEW = 0.152
6570 8320
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1952-73
PERIOD (CONSECUTIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR RECURRENCE INTERVAL, IN EXCEEDANCE PROBABILITY,
250%
187944927181210
520%
41020511563422722
1010%
639320191104694433
254%
10505333401871227453
INDICATED YEARS, AND IN PERCENT
502%
147075350528017910572
1001%
2000104073241025614797
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1952-73
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5%1% 99.9%
0.0089 20 11 8.1 6.3 3.8 2.7 1.9 1.2 0.68 0.23 0.01 0.00 0.00 0.00 0.00
300
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AU
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Fig
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1
38
. D
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f daily
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wa
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55
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73
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gu
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RED RIVER BASIN
07324200 WASHITA RIVER NEAR MAMMON, OK
LOCATION.--Lat 35°39'23", long 99°18'21", on west line of sec. 26, T.14 N., R.20 W., Custer County, Hydrologlc Unit 11130301, on right bank near county road bridge, 2.2 ml downstream from Quartermaster Creek, 4.7 ml northeast of Hammon, and at mile 494.5.
DRAINAGE AREA.--1,387 ml2 .
PERIOD OF RECORD.--October 1969 to current year.
REMARKS.--Flow regulated since 1961 by numerous floodwater retarding structures.
STREAMFLOW REGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1970-84
MONTHMAXIMUM MINIMUM (CFS) (CFS)
STAN DARD DEVIA-
MEAN TION (CFS) (CFS)
COEFFI- PERCENT CIENT OF OF VARI- ANNUAL ATION RUNOFF
OCTOBERNOVEMBERDECEMBER3ANUARYFEBRUARYMARCHAPRILMAYJUNE3ULYAUGUSTSEPTEMBER
ANNUAL
41863441721091317553271355631
103
0.000.000.000.000.000.000.000.010.000.030.000.00
0.49
7.2129.0
1318264113810121117.5
34
11229.9
13192835
21010536179.7
28
1.5 1.8 1.1 0.991.01.10.871.51.01.71.51.3
0.83
1.82.92.23.14.56.5
10.134.124.95.32.71.9
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1971-84
PERIOD(CON SECUTIVEDAYS)
13714306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN
250%
0.000.000.000.000.301.32.32.53.6
520%
0.000.000.000.000.000.000.000.070.20
1010%
0.000.000.000.000.000.000.000.000.01
PERCENT
205%
0.000.000.000.000.000.000.000.000.00
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 15 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
520%
10 10%
254%
502%
100 1%
928 1950 2940 4620
OKLAHOMA WEIGHTED SKEW = 0.256
6240 8230
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1970-84
PERIOD (CONSECUTIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR RECURRENCE INTERVAL, IN EXCEEDANCE PROBABILITY,
250%
65648531019813810279
520%
16001180797524342233174
1010%
232016901180789488310228
254%
3202232016601140660385281
INDICATED YEARS, AND IN PERCENT
502%
3820274020001390770426308
1001%
4370313023201630866455329
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1970-84
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
508 124 64 43 33 22 14 8.5 3.7 0.75 0.11 0.01 0.00 0.00 0.00 0.00 0.00
302
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RED RIVER BASIN
07324400 WASHITA RIVER NEAR FOSS, OK
LOCATION.--Lat 35°32'20", long 99°10'10", In SW 1/4- SW 1/4- sec.1, T.12 N., R.19 W., Custer County, Hydrologlc Unit 11130302, on left bank on downstream side of pile bent of county road bridge, O.k mi downstream from Oak Creek, 0.9 ml downstream from Foss Dam, 2.5 ml west of Stafford, 6.0 ml north of Foss, and at mile 473.5.
DRAINAGE AREA.--1,551 ml2 .
PERIOD OF RECORD.--March 1956 to April 1957, February to December 1958, July 1961 to current year.
REMARKS.--Flow regulated since 1961 by Foss Reservoir.
STREAMFLO* REGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1962-84
STAN DARD COEFFI- PERCENT DEVIA- CIENT OF OF
!> MONTH
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYDUNEDULYAUGUSTSEPTEMBER
ANNUAL
1AXIMUM (CFS)
3096014112634
1814477632607632
117
MINIMUM (CFS)
0.150.280.360.560.600.571.61.11.32.33.10.46
3.9
MEAN (CFS)
219.75.85.56.18.7
1752
10537208.4
25
TION (CFS)
63123.32.75.79.0
3697
20661188.2
31
VARI ATION
3.01.30.560.500.931.02.11.92.01.70.890.97
1.2
ANNUAL RUNOFF
7.13.31.91.92.12.95.917.635.412.46.72.9
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1963-84
PERIOD(CON SECUTIVEDAYS)
137
1*306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON -EXCEEDANCE PROBABILITY, IN PERCENT
250%
0.951.11.21.62.33.24.34.75.8
520%
0.270.310.360.480.7^1.11.71.92.4
1010%
0.130.160.180.240.360.560.911.11.4
205%
0.070.080.100.130.180.300.500.610.87
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 24 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 50%
520%
10 10%
254%
50 2%
100 1%
890 1460 1830
STATION SKEW = -0.579
2280 2590 2880
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1962-84
PERIOD (CON-
TIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR RECURRENCE INTERVAL, IN EXCEEDANCE PROBABILITY,
250%
43824715696593830
520%
78752739027418111384
1010%
1030765635490351219160
254%
134011201070932761476341
INDICATED YEARS, AND IN PERCENT
502%
15701420140013501300820580
1001%
179017501700160015001370961
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1962-84
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
613 72 24 15 11 8.7 7.2 6.1 4.9 3.! 2.6 1.2 0.52 0.26 0.22 0.17 0.09
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RED RIVER BASIN
07325000 WASHITA RIVER NEAR CLINTON, OK
LOCATION.--Lat 34 C 31'52", long 98 C 57'57", in SW 1/4 NE 1/4 sec.11, T.12 N., R.17 W., Custer County, Hydrologlc Unit 11130302, on downstream side of pier of bridge on U.S. Highway 183, 0.5 ml north of Clinton, 0.8 ml upstream from Beaver Creek, 4.8 mi downstream from Barnitz Creek, and at mile 447.4.
DRAINAGE AREA.--1,977 mi2 .
PERIOD OF RECORD. October 1935 to current year. Monthly discharge only for some periods, published in WSP 1311.
REMARKS.--Flow regulated since February 1961 by Foss Reservoir and by numerous floodwater-retard Ing structures.
STREAMFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1936-60
MONTH
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYJUNE3ULYAUGUSTSEPTEMBER
MAXIMUM(CFS)
90626725016441225288218601230581311367
MINIMUM(CFS)
0.070.211.40.562.11.52.7
17190.370.000.00
MEAN(CFS)
1224436365954
2085433641357774
STAN DARD
DEVIATION(CFS)
22064564310063
2525693361218595
COEFFICIENT OFVARIATION
1.81.51.61.21.71.21.21.00.920.901.11.3
PERCENTOF
ANNUALRUNOFF
7.02.52.02.13.43.1
11.931.020.87.74.44.2
ANNUAL 341 23 146 93 0.64 100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1937-60
PERIOD(CON-
TIVEDAYS)
137
14306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON -EXCEEDANCE PROBABILITY, IN
250%
2.93.63.44.06.8
11182032
520%
0.000.140.270.401.12.53.03.87.9
1010%
0.000.000.000.000.000.530.771.23.2
PERCENT
205%
0.000.000.000.000.000.000.200.371.4
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 27 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 50%
520%
10 10%
254%
50 2%
100 1%
7740 18300 29900 52000
OKLAHOMA WEIGHTED SKEW = 0.435
75800 108000
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1936-60
PERIOD (CON- SECU-TIVE 2 DAYS) 50%
DISCHARGE, IN CFS, FOR INDICATEDRECURRENCE INTERVAL, IN YEARS, ANDEXCEEDANCE PROBABILITY, IN PERCENT
520%
10 10%
254%
50 2%
100 1%
137
15306090
4640289017501000632422329
86905410321018501220819624
1210074804300250016901150861
172001050057603380235016501200
217001310069004070388020801480
267001600080604790345025601780
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1936-60
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
2530 568 245 149 111 62 38 26 16 11 6.0 2.2 0.63 0.09 0.05 0.02 0.00
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da
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isch
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flow
u
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late
d).
RED RIVER BASIN
07325000 WASHITA RIVER NEAR CLINTON, OK--Continued
STREAMFLOW REGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1961-84
MONTH
OCTOBERNOVEMBERDECEMBERJANUARYH.HRUARYMARCHAPRILMAYJUNEJULYAUGUSTSEPTEMBER
ANNUAL
MAXIMUM(CFS)
40028410382
109126166
1180951375200254
204
MINIMUM(CFS)
3.34.25.74.87.06.29,64.14.46.46.05.9
14
MEAN(CFS)
56482726293950
145176665150
64
STAN DARD
DEVIATION(CFS)
88652318223343
241236965665
49
COEFFI CIENT OFVARIATION
1.61.40.840.700.770.840.861.71.31.51.11.3
0.77
PERCENT OF
ANNUALRUNOFF
7.46.33.53.43.75.16.519.023.08.66.76.5
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1962-84
PERIOD(CON SECUTIVEDAYS)
137
14306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN PERCENT
250%
3.94.65.56.28.1
11161822
520%
0.771.01.42.24.16.28.69.4
11
1010%
0.110.340.531.12.94.66.06.68.1
205%
0.000.040.220.602.13.54.34.96.1
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 24 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 50%
520%
10 10%
254%
50 2%
100 1%
2000 3490 4730
STATION SKEW = -0.109
6630 8310 10200
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1961-84
PERIOD (CON-SECU- TIVE 2 DAYS) 50%
DISCHARGE, IN CFS, FOR INDICATEDRECURRENCE INTERVAL, IN YEARS, ANDEXCEEDANCE PROBABILITY, IN PERCENT
520%
10 10%
254%
50 2%
100 1%
137
15306090
130078447428318612699
24301500972624425279212
337021401420967678438327
47603170215015701150729532
595041002820217016301030740
7260519036102930226014201000
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1961-84
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
882 235 109 69 52 36 29 23 19 14 10 6.0 4.0 2.3 1.7 1.0 0.12
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RED RIVER BASIN
07325500 WASHITA RIVER AT CARNEGIE, OK
LOCATION.--Lat 35°07'02", long 98°33 I 49", In NW 1/4 NW 1/4 sec.3, T.7 N., R.13 W., Caddo County, Hydrologlc Unit11130302, on downstream side of right pier of bridge on State Highway 9, 1,300 ft upstream from Running Creek, 2.7 mi east of Carnegie, and at mile 353.9. Records include flow of Running Creek.
DRAINAGE AREA.--3,129 ml2 , Includes that of Running Creek.
PERIOD OF RECORD.--October 1937 to current year.
REMARKS.--Some diversion above station for Irrigation. October 1942 to May 1949, occasional fluctuation caused by powerplant at Carnegie, 7.5 ml above station. Some regulation by Foss Reservoir since February 1961, and by numerous floodwater-retardlng structures.
STREAHFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1938-60
MONTHMAXIMUM MINIMUM (CFS) (CFS)
STAN DARD
DEVIA- MEAN TION (CFS) (CFS)
COEFFI CIENT OF VARI ATION
PERCENTOF
ANNUAL RUNOFF
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAY3UNE3ULYAUGUSTSEPTEMBER
ANNUAL
2050431636385913438
2030336025601350868584
706
4.11115151316294266393.91.4
88
332939886
1271204551040753349170127
314
57697
13487
2051186041090663329186146
181
1.71.01.41.01.60.981.31.00.880.941.11.2
0.58
8.82.52.62.33.43.2
12.127.820.09.34.53.4
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1939-60
PERIOD(CON SECUTIVEDAYS)
137
14306090
120183
DISCHARGE, IN CFS, FOR INI)ICA(EI) RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY,
250%
181921233143485576
520%
6.26.67.48.2
1114212532
1010%
2.32.93.84.25.57.1
131621
IN PERCENT
205%
0.851.32.02.33.03.79.2
1115
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 30 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 50%
520%
10 10%
254%
50 2%
1001%
9210 17000 23600 33700 42600 52700
WATER RESOURCES COUNCIL WEIGHTED SKEW = 0.115
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1938-60
PERIOD (CONSECUTIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
65105470366022901430911729
520%
12000928061803870259016301280
1010%
171001230080104980348022301710
254%
2580016600104006410473031102320
502%
3420020300123007480573038702820
1001%
4460024300142008550679047203350
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1938-60
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
4870 1390 583 357 252 150 91 70 55 44 31 19 14 6.6 3.7 1.4 0.60
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RED RIVER BASIN
07325500 WASHITA RIVER AT CARNEGIE, OK--Continued
STREAMFLOW REGULATED
MONTH
MONTHLY AND ANNUAL MEAN DISCHARGES 1961-84
STAN DARD COEFFI- PERCENT DEVIA- CIENT OF OF
MEAN TION VARI- ANNUAL (CFS) (CFS) ATION RUNOFF
MAXIMUM MINIMUM (CFS) (CFS)
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYJUNEJULYAUGUSTSEPTEMBER
ANNUAL
2150105027829340168712702990209011505571590
603
2227343637341110947.1
1516
73
305215115109120149206610549204149262
250
480261706276138240785498269143360
134
1.61.20.600.560.630.921.21.3 0.911.3 0.961.4
0.54
10.27.23.83.64.05.06.9
20.418.36.85.0
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1962-84
PERIOD (CONSECUTIVEDAYS)
137
14306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN PERCENT
250%
1920222635536980
102
520%
4.14.55.78.3
1629434856
1010%
1.11.42.03.69.9
20333641
205%
0.080.140.260.776.614272932
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 24 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
520%
10 10%
254%
502%
1001%
4670 9320 14100
STATION SKEW = 0.707
22900 32100 44200
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1961-84
PERIOD (CONSECUTIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
4070340022401430924608479
520%
758063904270285018301140858
1010%
10800895059304060258015601150
254%
160001290083705860368021601560
502%
2100016300104007410460026601900
1001%
2690020200126009130560031902260
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1961-84
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
3320 934 457 288 218 160 123 97 78 61 45 29 20 11 6.3 3.1 0.12
312
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RED RIVER BASIN
07325800 COBB CREEK NEAR EAKLY, OK
LOCATION.--Lat 35"17'26", long 98°35'38", in NW 1/4 NE 1/4 sec.5, T.9 N., R.13 W., Caddo County, Hydrologlc Unit 11130302, near left downstream abutment of bridge, on State Highway 152, 0.5 mi downstream from Fivemile Creek, mi southwest of Eakly, 3.0 mi upstream from Fort Cobb Reservoir, and at mile 22.9.
DRAINAGE AREA.--132 ml 2 .
PERIOD OF RECORD.--October 1968 to current year.
REMARKS.--Flow regulated since 1957 by numerous floodwater-retarding structures.
STREAMFLOW REGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1969-84
MONTH
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYJUNEJULYAUGUSTSEPTEMBER
ANNUAL
MAXIMUM(CFS)
8786372837
11284
225111858647
48
MINIMUM(CFS)
4.36.14.98.89.08.45.32.87.81.00.902.2
10
MEAN(CFS)
181815151523205034131414
21
STAN DARD
DEVIATION(CFS)
22198.94.76.4
25185633202214
10
COEFFI CIENT OFVARIATION
1.21.10.580.310.431.10.911.10.981.61.51.0
0.49
PERCENT OF
ANNUALRUNOFF
7.47.16.26.06.09.28.0
20.213.55.15.65.6
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1970-84
PERIOD (CONSECUTIVEDAYS)
13714306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN PERCENT
250%
1.51.61.72.23.54.96.98.2
11
520%
0.350.360.450.871.72.94.14.96.6
1010%
0.000.090.180.511.12.22.93.75.2
205%
0.000.000.080.300.751.72.23.04.3
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 15 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 50%
520%
10 10%
254%
50 2%
100 1%
2050 3670 5060 7220
OKLAHOMA WEIGHTED SKEW = 0.253
9150 11400
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1969-84
PERIOD (CONSECUTIVEDAYS)
13715306090
DISCHARGE, IN CFS, FOR RECURRENCE INTERVAL, IN EXCEEDANCE PROBABILITY,
250%
737383213112704637
520%
14207183692021247760
1010%
195096447427016610179
254%
27101290602363226138109
INDICATED YEARS, AND IN PERCENT
502%
33201530693436275170135
1001%
39701780779513328204166
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1969-84
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%1%
279 47 27 20 18 14 12 11 9.1 7.2 5.2 3.4 2.3 0.97 0.52 0.23 0.02
314
9l£
DISCHARGE, IN CUBIC FEET PER SECOND
COC ^ CD
03 <=
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00 o*fc -* x> a (0 fi)*+ 3 <
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RED RIVER BASIN
07326000 COBB CREEK NEAR FORT COBB, OK
LOCATION.--Lat 35°08'37", long 98°26'33", In NE 1/4 NE 1/4 sec.27, T.8 N., R.12 W., Caddo County, Hydrologic Unit 11130302, on left bank 10 ft upstream from county road bridge, 0.3 mi upstream from Punjo Creek, 1.2 ml downstream from Fort Cobb Dam, 3.0 mi north of Fort Cobb, and at mile 5.8.
DRArNAGF AREA.--313 ml 2 . Area at site used prior to Oct. 1, 1969, 319 ml 2 .
PERIOD OF RECORD.--October 1939 to current year. Monthly discharge only for some periods, published in WSP 1311. Prior to October 1960, published as Pond Creek near Fort Cobb.
REMARKS.--Flow regulated since March 1959 by Fort Cobb Reservoir.
STREAMFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1940-58
MONTH
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYJUNEJULYAUGUSTSEPTEMBER
ANNUAL
MAXIMUM(CFS)
193545756
11299
2406763061729590
99
MINIMUM(CFS)
5.49.2
1214181926158.05.61.20.52
26
MEAN(CFS)
35263234414275
121101522222
50
STAN DARD
DEVIATION(CFS)
4913141221186115184562425
21
COEFFI CIENT OFVARIATION
1.40.490.440.350.500.440.821.20.841.11.11.2
0.43
PERCENT OF
ANNUALRUNOFF
5.84.35.35.76.86.912.520.116.78.63.63.6
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASFO ON PERIOD OF RECORD 1941-58
PERIOD(CONSECUTIVEDAYS)
137
14306090120183
DISCHARGERECURRENCE
, IN CFS,INTERVAL
FOR INDICATED, IN YEARS
NON-EXCEEDANCE PROBABILITY, IN
250%
7.77.98.48.9
520%
3.13.23.43.7
10 4.5131517
5.57.18.9
23 13
1010%
1.51.61.72.02.43.04.55.98.9
, ANDPERCENT
205%
0.720.740.811.01.31.72.94.16.6
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 19 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
520%
10 10%
254%
50 2%
1001%
4330 10500 17500 31200
OKLAHOMA WEIGHTED SKEW = 0.457
46200 66600
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1940-58
PERIOD (CONSECUTIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
169095750528417612098
520%
31401630836461284191151
1010%
464023001160631384250193
254%
742035301710924554337255
502%
10300481022701220717413306
1001%
14200650029901590920500364
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1940-58
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
640 110 60 49 43 36 31 26 22 18 13 8.5 5.7 2.8 1.! 0.69 0.28
316
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Fig
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RED RIVER BASIN
07326000 COBB CREEK NEAR FORT COBB, OK--Contlnued
STREAMFLOW REGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1959-84
MONTH
OCTOBERNOVEMBERDECEMBER3ANUARYFEBRUARYMARCHAPRILMAY3UNEDULYAUGUSTSEPTEMBER
ANNUAL
MAXIMUM(CFS)
308164631391315687143528197211157
85
MINIMUM(CFS)
2.01.61.62.02.12.12.02.01.50.911.51.1
2.3
MEAN(CFS)
18147.2
101311101766181514
18
STAN DARD
DEVIATION(CFS)
6136142727152131
122454137
20
COEFFI CIENT OFVARIATION
3.52.52.02.62.01.42.11.81.82.42.72.7
1.1
PERCENT OF
ANNUALRUNOFF
8.26.73.44.86.25.04.88.130.98.57.16.4
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1960-84
PERIOD (CONSECUTIVEDAYS)
137
14306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN PERCENT
250%
1.31.41.61.71.92.22.32.52.9
520%
0.770.870.971.21.51.81.81.92.4
1010%
0.530.600.660.991.31.61.71.71.9
205%
0.370.420.450.811.11.41.61.61.8
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 25 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 50%
520%
10 10%
254%
502%
1001%
376 868 1270
STATION SKEW = -0.614
1810 2240 2660
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1959-84
PERIOD(CON-
TIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR RECURRENCE INTERVAL, INEXCEEDANCE PROBABILITY,
250%
24519413986553325
520%
71767950730918810575
1010%
12001100911555337185131
254%
201019001590981601329233
INDICATED YEARS, ANDIN PERCENT
502%
2750260022001370853470334
1001%
36103400289018301150642461
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1959-84
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
466 58 14 4.9 4.4 3.6 3.3 2.9 2.6 2.4 2.1 1.f 1.5 1.2 0.99 0.71 0.25
318
618
DISCHARGE, IN CUBIC FEET PER SECOND
Q.
(QC ^ CD
oi C5T p3" 21
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RED RIVER BASIN
07326500 WASHITA RIVER AT ANADARKO, OK
LOCATION.--Lat 35°05'06", long 98°14'35", In NW 1/4 sec.15, T.7 N., R.10 W., Caddo County, Hydrologic Unit 11130302 at left bank 100 ft upstream from bridge on U.S. Highway 281 at north edge of Anadarko, 8.1 ml upstream from Sugar Creek, and at mile 305.2.
DRAINAGE AREA.--3,656 ml 2 .
PERIOD OF RECORD.--October 1902 to September 1908; Dune 1924 to Dune 1925, published as "near Anadarko", October 1935 to February 1938; October 1963 to current year. Monthly discharge only for some periods, published In WSP 1311.
REMARKS. Flow regulated since March 1959, by Fort Cobb Reservoir, Foss Reservoir, and by numerous floodwater-retardlng structures.
STREAMFLOW REGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES
STAN DARD COEFFI- PERCENT DEVIA- CIENT OF OF
IMONTH
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYJUNEJULYAUGUSTSEPTEMBER
ANNUAL
MAXIMUM (CFS)
28701060377310509612
14702590318011609611450
713
MINIMUM (CFS)
213742525551179.6
86132032
73
MEAN (CFS)
324244136138151186258666679256176233
287
TION (CFS)
6523008672104140298754724337207329
169
VARI ATION
2.01.20.630.520.690.751.21.11.11.31.21.4
0.59
ANNUAL RUNOFF
9.47.14.04.04.45.47.519.319.77.45.16.8
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1965-84
PERIOD(CON SECUTIVEDAYS)
13714306090120183
DISCHARGE, IN CFS,RECURRENCE INTERVAL
FOR INDICATED, IN YEARS
NON-EXCEEDANCE PROBABILITY, IN
2 550% 20%
25 4.325 5.727 7.433 1143 2164 3684 5297 58
117 67
1010%
1.02.23.35.3
1426404452
, ANDPERCENT
205%
0.000.921.62.89.8
19323542
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 21 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
50%5
20%10 10%
254%
502%
1001%
3450 7110 11500 21000
STATION SKEW = 1.318
32500 49700
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1964-84
PERIOD (CON SECU TIVE DAYS)
DISCHARGE, IN CFS, FOR INDICATEDRECURRENCE INTERVAL, IN YEARS, ANDEXCEEDANCE PROBABILITY, IN PERCENT
250%
520%
1010%
254%
502%
1001%
137
15306090
33003140229015101020685545
6830609044903140213013701050
10800875063204560309019501460
189001300090506730455028202070
2820017000114008620581035702570
41300216001390010700722044003125
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1964-84
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
3620 1130 517 349 267 190 146 119 95 75 56 41 29 15 8.1 4.9 0.95
320
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07326500
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RED RIVER BASIN
07327000 SUGAR CREEK NEAR GRACEMONT, OK
LOCATION.--Lat 35*10'30", long 98*15'20", in NW 1/4 NE 1/4 sec.16, T.8 N., R.10 W., Caddo County, on downstream side of county road bridge, 1.0 mi south of Gracemont, 2.1 mi downstream from Yellow Creek, 1.1 mi upstream from bridge on U.S. Highway 281, and at mile 9.9.
DRAINAGE AREA. 208 mi 2 .
PERIOD OF RECORD.--October 1955 to September 1974.
REMARKS.--Flow regulated since 1963 by numerous floodwater-retarding structures.
STREAMFLOW REGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1963-74
MONTH
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYJUNE3ULYAUGUSTSEPTEMBER
MAXIMUM(CFS)
24332418307160177491416
235
MINIMUM(CFS)
0.001.21.73.45.01.31.71.70.290.000.000.00
MEAN(CFS)
6.27.09.38.1
12182133212.84.6
29
STAN DARD
DEVIATION(CFS)
7.88.66.34.08.0
202048164.46.4
66
COEFFICIENT OFVARIATION
1.31.20.680.490.641.10.921.50.761.61.42.3
PERCENTOF
ANNUALRUNOFF
3.64.15.44.77.210.412.319.112.31.62.716.7
ANNUAL 34 3.5 14 9.5 0.66 100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1964-74
PERIOD(CON SECUTIVEDAYS)
137
14306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN
250*
0.000.000.000.000.100.501.93.04.2
520%
0.000.000.000.000.000.050.310.461.4
1010%
0.000.000.000.000.000.000.100.130.72
PERCENT
205%
0.000.000.000.000.000.000.030.040.41
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 12 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 50*
520*
10 10%
254%
50 2*
1001*
1520 3590 5720 9550
OKLAHOMA WEIGHTED SKEW = 0.192
13400 18300
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1963-74
PERIOD (CONSECUTIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
EXCEEDANCE PROBABILITY, IN PERCENT
250*
41323212975473126
520*
11205953141711016349
1010%
19009965232761579369
254*
33801750930475256145103
502*
491025501380688358194133
1001%
689036001980972487255169
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1963-74
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1* 5* 10% 15% 20% 30% 40* 50% 60% 70* 80* 90* 95% 98* 99% 99.5% 99.9%
172 43 26 18 14 9.9 7.1 5.1 3.2 1.7 0.55 0.09 0.04 0.02 0.01 0.00 0.00
322
Q z
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OC
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OV
DEC
JA
N
FEB
MAR
AP
R
MAY
JU
NE
JU
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AUG
SE
PT
Fig
ure
149. D
ura
tion hydro
gra
phs of
da
ily dis
charg
e v
alu
es f
or
Sugar
Cre
ek
near
Gra
cem
on
t,
Okl
ahom
a,
wate
r ye
ars
1966-1
974 (
str
ea
mflo
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ted).
RED RIVER BASIN
07327490 LITTLE WASHITA RIVER NEAR NINNEKAH, OK
LOCATION.--Lat 34°56'41", long 97'57'08", in SE 1/4 SE 1/4 sec.32, T.6 N., R.7 W., Grady County, Hydrologic Unit11130302, at left bank on downstream side of bridge on U.S. Highway 81, 1.0 mi upstream from Rock Creek, 1.5 miwest of Ninnekah, 5.5 mi south of Chickasha, and at mile 8.4.
DRAINAGE AREA.--208 mi 2 .
PERIOD OF RECORD.--October 1963 to current year.
REMARKS.--Small diversions above station for irrigation. Flow regulated since 1974 by numerous floodwdter-retarding structures.
STREAMFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1964-73
MONTHMAXIMUM(CFS)
MINIMUM(CFS)
MEAN(CFS)
STAN DARD
DEVIATION(CFS)
COEFFICIENT OFVARIATION
PERCENTOF
ANNUALRUNOFF
OCTOHERNOVEMBERDECEMBER3ANUARYFEBRUARYMARCHAPRILMAY3UNE3ULYAUGUSTSEPTEMBER
ANNUAL
787421302470541301631883980
64
1.24.8 6.27.87.97.94.66.64.60.440.000.39
9.9
191711141522304437221120
22
26214.77.15.0
18154549581422
16
1.41.20.420.510.330.830.521.01.32.61.31.1
0.75
7.1 6.6 4.3 5.35.88.411.416.714.28.5 4.2 7.7
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1965-73
PERIOD(CON SECUTIVEDAYS)
137
14306090120 183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN
250%
0.000.000.000.000.442.03.76.18.8
520%
0.000.000.000.000.000.481.02.76.3
1010%
0.000.000.000.000.000.190.451.65.2
PERCENT
205%
0.000.000.000.000.000.080.200.964.4
100
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 23 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
520%
10 10%
254%
502%
100 1%
3130 6510 9800 15500
OKLAHOMA WEIGHTED SKEW = 0.328
21000 27900
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1964-73
PERIOD (CONSECUTIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR RECURRENCE INTERVAL, IN EXCEEDANCE PROBABILITY,
250%
786429212111684335
520%
16008203982091228163
1010%
2310111054329016511889
254%
34401490750412230182135
INDICATED YEARS, AND IN PERCENT
502%
44401780917516285245180
1001%
560020701090631346324237
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1964-73
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
286 54 33 25 20 15 12 9.5 7.5 5.5 3.2 0.32 0.06 0.02 0.01 0.01 0.00
324
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JUN
E
JULY
A
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Fig
ure
1
50
. D
ura
tio
n h
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rog
rap
hs of
daily
dis
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e valu
es fo
r Little W
ash
ita
Riv
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Nin
ne
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O
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r ye
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1
96
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97
3 (s
tream
flow
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RED RIVER BASIN
07327*90 LITTLE WASHITA RIVER NEAR NINNEKAH, OK--Continued
STREAMFLOW REGULATED
MONTH
MONTHLY AND ANNUAL MEAN DISCHARGES 1974-82, 1984
STAN DARD COEFFI- PERCENT DEVIA- CIENT OF OF
MEAN TION VARI- ANNUAL (CFS) (CFS) ATION RUNOFF
MAXIMUM MINIMUM (CFS) (CFS)
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYJUNEJULYAUGUSTSEPTEMBER
ANNUAL
515504138546963
2331281724844
69
3.4 6.89.59.6
11161622214.71.21.4
17
75262224293535
12169291617
42
1571610101318177341511415
18
2.10.610.450.430.430.530.500.600.591.80.870.87
0.42
15.15.24.54.75.97.07.0
24.213.95.83.23.4
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1975-82
PERIOD(CON SECUTIVEDAYS)
13714306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN
250%
1.51.82.63.15.38.3
101115
520%
0.240.440.891.32.23.55.15.98.7
1010%
0.000.190.500.881.42.03.44.06.3
PERCENT
205%
0.000.100.310.640.901.22.32.94.7
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 11 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 50%
5 20%
10 10%
254%
502%
1001%
2770 4690 6270 8660
OKLAHOMA WEIGHTED SKEW = 0.264
10700 13100
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1974-82, 1984
PERIOD(CON SECUTIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR RECURRENCE INTERVAL, INEXCEEDANCE PROBABILITY,
250%
126064836825516311291
520%
26201370789505295180140
1010%
408021201210714396229175
254%
6830349019601030540295220
INDICATED YEARS, ANDIN PERCENT
502%
9760493027001290650347255
1001%
13680680036401580770401291
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1974-82, 1984
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%1%
509 99 55 44 39 31 25 20 16 12 8.6 5.0 3.2 1.3 0.76 0.49 0.22
326
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Figu
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51
. D
ura
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s o
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for
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ah,
Okl
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ma,
wa
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1975-1
982,1
984
(str
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d).
RED RIVER BASIN
07328070 WINTER CREEK NEAR ALEX, OK
LOCATION. --Lat 34°59'35", long 97°45'40", in NE 1/4 sec.18, T.6 N., R.5 W., Grady County, Hydrologic Unit 11130303, at left bank 1,000 ft downstream from county road bridge, 0.7 ml downstream from East Winter Creek, 3.2 mi upstream from mouth, and 5.5 mi north of Alex.
DRAINAGE AREA.--33 mi 2 .
PERIOD OF RECORD.--October 1964 to current year.
REMARKS.--Flow regulated since 1966 by numerous floodwater-retardlng structures. Minor diversions for irrigation above station.
STREAMFLOW REGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1967-84
MONTH
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYJUNEJULYAUGUSTSEPTEMBER
ANNUAL
MAXIMUM(CFS)
17728191112252272
103281540
22
MINIMUM(CFS)
0.581.21.41.81.82.11.91.81.50.340.070.20
2.4
MEAN(CFS)
167.95.85.46.16.98.5
24206.12.85.7
9.6
STAN DARD
DEVIATION(CFS)
418.04.53.03.45.45.5
21277.23.59.3
5.8
COEFFI CIENT OFVARIATION
2.61.00.770.560.570.790.640.901.31.21.21.6
0.60
PERCENT OF
ANNUALRUNOFF
13.76.85.14.75.36.07.4
20.617.85.32.44.9
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1968-84
PERIOD(CON SECUTIVEDAYS)
13714306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN
250%
0.270.290.340.470.731.21.52.13.5
520%
0.000.020.040.090.170.370.611.11.8
1010%
0.000.000.000.000.060.180.360.731.3
PERCENT
205%
0.000.000.000.000.000.090.240.540.99
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 18 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 50%
520%
10 10%
254%
502%
100 1%
1220 3330 5610 9750
OKLAHOMA WEIGHTED SKEW = -0.032
13900 19100
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1967-84
PERIOD(CONSECUTIVEDAYS)
137
15306090
DISCHARGE, IN CFS,RECURRENCE INTERVAL
FOR, IN
EXCEEDANCE PROBABILITY,
250%
2241438655352318
5 1020% 10%
254%
547 948 1820325 536190 305121 19073 11045 6534 48
9635323151749769
INDICATEDYEARS, ANDIN PERCENT
50 1002% 1%
2890 44901450 2140782 1130445 612238 317127 16388 111
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1967-84
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
109 29 16 12 9.4 6.9 5.1 3.7 2.8 2.1 1.5 0.73 0.33 0.07 0.02 0.01 0.00
328
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07328070
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JUN
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A
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Fig
ure
1
52
. D
ura
tio
n h
ydro
gra
ph
s o
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aily
d
isch
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fo
r W
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n
ear
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wa
ter
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1976-1
984 (s
tream
flo
w
reg
ula
ted
).
RED RIVER BASIN
07328100 WASHITA RIVER AT ALEX, OK
LOCATION.--Lat 3*°55'35", long 97°*6'30", in NW 1/* sec.7, T.5 N., R.5 W., Grady County, Hydroiogic Unit 11130303, near left bank on downstream side of county road bridge, 1.0 ml north of Alex, 3.8 ml downstream from Winter Creek, and at mile 226.5.
DRAINAGE AREA.--*,787 mi 2 .
PERIOD OF RECORD.--October 196* to current year.
REMARKS.--Some regulation since 1959 by Fort Cobb Reservoir; flow regulated since 1961 by Foss Reservoir, and by numerous floodwater-retardlng structures.
STREAHFLOW REGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1965-8*
MONTHMAXIMUM MINIMUM (CFS) (CFS)
MEAN (CFS)
STAN DARD DEVIA TION (CFS)
COEFFI- PERCENT CIENT OF OF VARI- ANNUAL ATION RUNOFF
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYJUNEJULYAUGUSTSEPTEMBER
ANNUAL
***01260*3543971690217603*10381016801*701180
61536577 86 7k 2k 23 971*3.9
*0
9*5 120
505 3*9 203 211 238 292*0* 9*0
1030 360 236 293
*22
988 35* 112 108 151 215 373 936 912 **5 31* 296
231
2.01.00.550.510.630.7*0.921.00.891.21.3 1.0
0.55
10.0 6.9*.0*.2*.75.88.018.620.37.1*.7 5.8
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1966-8*
PERIOD (CONSECUTIVEDAYS)
137
1*306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN PERCENT
250%
323538*063951251*6172
520%
2.32.83.37.6
21**637799
1010%
0.000.000.592.*9.8
28*15375
205%
0.000.000.110.82*.9
19283960
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 20 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 50%
5 20%
10 10%
25*%
502%
100 1%
6010 9710 12*00
STATION SKEW = -0.06*
16100 19100 22100
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1965-8*
PERIOD (CONSECUTIVEDAYS)
13715306090
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
*8703930309021601*90103083*
520%
820068305670*1*028*018801*90
1010%
10900926078705850396025601990
25*%
1*9001290011300853056*035*02690
502%
18*00162001*300109007080*3503250
1001%
222001985017700137008670522038*0
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1965-8*
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OK TIME
1% 5% 10% 15% 20% 30% *0% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
*750 1610 86* 595 *50 310 2*2 189 1*6 117 86 57 37 1* 3.2 1.0 0.08
330
CO
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STAT
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NU
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07328100
STR
EA
MFL
OW
REG
ULA
TED
OC
T N
OV
D
EC
JAN
FE
B M
AR
APR
M
AY
JUN
E
JULY
AU
G
SEPT
Fig
ure
153. D
ura
tion hyd
rogra
phs
of
daily
dis
charg
e va
lue
s fo
r W
ash
ita R
ive
r at
Ale
x,
Okl
ah
om
a,
wa
ter
ye
ars
1966-1
984 (s
tream
flow
re
gu
late
d).
RED RIVER BASIN
07328500 WASHITA RIVER NEAR PAULS VALLEY, OK
LOCATION.--Lat 34°45'17", long 97°15'04", in SE 1/4 sec.1, T.3 N., R.1 W., Garvin County, Hydrologic Unit 11130303, on downstream side of left pier of bridge on U.S. Highway 77, 2 mi northwest of Pauls Valley, 6 ml downstream from Owl Creek, 7 mi upstream from Washington Creek, and at mile 146.5.
DRAINAGE AREA.--5,330 mi 2 .
PERIOD OF RECORD.--May to December 1899 (gage heights only), October 1937 to current year. Monthly discharge only for some periods, published in WSP 1311. Published as "at Pauls Valley, Indian Territory" in 1899.
REMARKS.--Some diversion for irrigation above station. Some regulation since March 1959, by Fort Cobb Reservoir; flow regulated since February 1961, by Foss Reservoir, and by numerous floodwater-retarding structures.
STREAHFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1938-60
1
MONTH
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYJUNEJULYAUGUSTSEPTEMBER
ANNUAL
MAXIMUM(CFS)
328026901200969
21001930381095306490284016201780
1630
MINIMUM(CFS)
102856578174
146219257101120.00
258
MEAN(CFS)
741395339306477483963
25201970865405447
828
STAN DARD
DEVIATION(CFS)
1040546305223523460106022401610673359515
425
COEFFI CIENT OFVARIATION
1.41.40.900.731.10.951.10.890.820.780.891.2
0.51
PERCENT OF
ANNUALRUNOFF
7.54.03.43.14.84.99.7
25.419.98.74.14.5
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1939-60
PERIOD(CON SECUTIVEDAYS)
137
14306090120183
DISCHARGE, IN CFS,RECURRENCE INTERVAL
FOR, IN
NON-EXCEEDANCE PROBABILITY
2 550% 20%
75 1578 2086 2591 30118 40140 46182 74201 88257 115
1010%
3.35.59.4131831435676
INDICATEDYEARS, AND, IN PERCENT
205%
0.090.221.02.13.35.0
263753
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 23 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
520%
10 10%
254%
50 2%
1001%
14000 21400 26200 31900 35900 39700
WATER RESOURCES COUNCIL WEIGHTED SKEW = -0.458
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1938-60
PERIOD (CONSECUTIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
12700978069904660310021201740
520%
1960015100107007530538036702950
1010%
2390018500132009710724049203880
254%
291002270016500127001000067405180
502%
326002570018900152001240082906240
1001%
3600028600214001790015000100007370
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1938-60
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
9310 3680 1850 1170 863 549 402 302 232 177 128 77 47 19 8.1 0.18 0.04
332
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07328500
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101
OC
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JAN
FE
B M
AR
APR
M
AY
JUN
E
JULY
AU
G
SEPT
Fig
ure
1
54
. D
ura
tio
n hydro
gra
phs o
f d
aily
d
isch
arg
e valu
es fo
r W
ashita R
iver
at
Pa
uls
V
alle
y,
Okla
ho
ma
, w
ate
r ye
ars
1942-1
960 (s
tream
flow
u
nre
gu
late
d).
RED RIVER BASIN
07)28500 WASHITA RIVER NEAR PAULS VALLEY, OK--Continued
STREAMFLOW REGULATED
MONTH
MONTHLY AMD ANNUAL MEAN DISCHARGES 1961-84
STAN DARD COEFFI- PERCENT DEVIA- CIENT OF OF
MEAN TION VARI- ANNUAL (CFS) (CFS) ATION RUNOFF
MAXIMUM MINIMUM (CFS) (CFS)
OCTOBERNOVEMBERDECEMBERJANUARYPFBRUARYMARCHAPRILMAYJUNEJULYAUGUSTSf.PTLMBER
ANNUAL
6070164071!)6247451330230043104290247019201540
3562709188795938
151160.28
24
1290 181
66650929028031539049712001360466273423
557
122050417814517629344512001170580376420
301
1.80.990.610.520.560.750.900.990.861.21.40.99
0.54
10.07.64.44.24.75.87.418.020.47.04.16.3
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1962-84
PERIOD(CON SECUTIVEDAYS)
137
14306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN PERCENT
250%
3734374073119162189237
520%
0.000.521.93.9
14497096
128
1010%
0.000.000.020.764.429406592
205%
0.000.000.000.161.4
17244670
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 24 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 50%
5 20%
10 10%
254%
50 2%
100 1%
9620 14300 16900
STATION SKEW = -0.747
19800 21700 23300
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1961-84
PERIOD (CONSECUTIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
7440565040702760189012701030
520%
11700947072705260359023501870
1010%
1470012500100007480503032302540
254%
18400168001420011000723045103500
502%
21200205001800014200914055804300
1001%
240002300022300179001130067505170
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1961-84
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
6370 2130 1090 758 612 434 333 258 199 152 109 64 38 9.8 1.2 0.04 0.01
334
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RED RIVER BASIN
07329000 RUSH CREEK AT PURDY, OK
LOCATION.--Lat 34°41 '42", long 97°35'54", in SE 1/4 SE 1/4 sec.27, T.3 N., R.4 W., on left downstream bank near end of bridge on State Highway 76, 0,8 mi south of Purdy, 8.5 mi south of Lindsay, and at mile 27.3.
DRAINAGE AREA.--145 mi 2 .
PERIOD OF RECORD.--October 1939 to December 1953, February 1982 to current year. Prior to May 1940 monthly discharges only, published in WSP 1311.
REMARKS.--Flow regulated since 1960 by numerous floodwater-retarding structures.
STREAMFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1940-53
MONTH
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYJUNEJULYAUGUSTSEPTEMBER
MAXIMUM(CFS)
37378738477
2204481020747183331480
MINIMUM(CFS)
0.240.000.000.000.600.000.60
28146.71.70.27
MEAN(CFS)
47262521314486
240166573981
STAN DARD
DEVIATION(CFS)
9622212020541162881975185
170
COEFFICIENT OFVARIATION
2.10.840.840.950.671.21.31.21.20.902.22.1
PERCENTOF
ANNUALRUNOFF
5.43.12.92.43.55.110.027.819.36.64.59.5
ANNUAL 176 15 72 47 0.66 100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1941-53
PERIOD(CON SECUTIVEDAYS)
13714306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN
250%
2.72.93.74.56.69.3
121419
520%
0.770.820.951.22.12.33.34.59.4
1010%
0.210.210.200.290.570.881.42.26.6
PERCENT
205%
0.000.000.000.000.000.350.651.24.9
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 15 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
520%
10 10%
254%
502%
100 1%
10000 16100 21000 28400
OKLAHOMA WEIGHTED SKEW = 0.365
34700 41800
MAGNITUDE ANO PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1940-53
PERIOD(CON SECUTIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, ANDEXCEEDANCE PROBABILITY, IN PERCENT
250%
33201640860493301193150
520%
631032801690968603358268
1010%
8740466023701350864491360
254%
123006730338019001270684489
502%
153008510422023601620844594
1001%
18500105005150284020201020706
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1940-53
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
1510 150 64 45 35 25 20 16 12 8.4 5.4 1.9 0.13 0.04 0.02 0.01 0.00
336
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RED RIVER BASIN
07329500 RUSH CREEK NEAR MAYSVILLE, OK
LOCATION.--Lat 34°44'36", long 97°24'18", in SW 1/4 SW 1/4 sec.10, T.3 N., R.2 W., Garvin County, near right bank on downstream side of pier of bridge on State Highway 74, 2.8 mi downstream from Panther Creek, 5.3 mi south of Haysville, and at mile 14.2.
DRAINAGE AREA.--206 mi2 .
PERIOD OF RECORD.--December 1953 to current year.
REMARKS. Flow regulated since 1965 by numerous fioodwater-retarding structures.
STREAMFLOW REGULATED
MONTH
MONTHLY AND ANNUAL MEAN DISCHARGES 1967-76
STAN DARD COEFFI- PERCENT DEVIA- CIENT OF OF
MEAN TION VARI- ANNUAL (CFS) (CFS) ATION RUNOFF
MAXIMUM MINIMUM (CFS) (CFS)
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYOUNEJULYAUGUSTSEPTEMBER
ANNUAL
11322442549222726835724417645257
105
1.30.381.01.2 0.751.38.83.54.70.000.000.99
7.7
50 W 18 24 29 46 59 106 82 27 11 61
4370151729677611097531583
34
0.851.40.840.701.01.41.31.01.22.01.31.3
0.72
8.98.73.34.25.18.3
10.418.814.74.81.9
10.9
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1968-76
PERIOD(CON- SFPII-Ol_k.U
TIVEDAYS)
13714306090
120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN
250%
0.000.000.000.000.352.55.5
1120
520%
0.000.000.000.000.000.291.55.18.2
1010%
0.000.000.000.000.000.080.763.34.9
PERCENT
205%
0.000.000.000.000.000.020.412.33.1
MAGNITUDE ANO PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 13 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
520%
10 10%
254%
502%
1001%
5040 10200 14900 22600 29500
OKLAHOMA WEIGHTED SKEW = 0.119
37700
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1967-76
PERIOD(CON-
TIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR RECURRENCE INTERVAL, INEXCEEDANCE PROBABILITY,
250%
168089347326116410682
520%
35701770959516334208164
1010%
503024101330707472291235
254%
696032301820961668413343
INDICATED YEARS, ANDIN PERCENT
502%
8420383022001150827515436
1001%
9860441025701340994625540
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1967-76
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
766 147 78 53 41 28 20 14 9.1 5.8 2.5 0.02 0.01 0.00 0.00 0.00 0.00
338
eee
DISCHARGE, IN CUBIC FEET PER SECOND
COC ^ CD
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i i i null i i i mill ii i mill i i i mill i i i urn
RED RIVER BASIN
07329700 WILOHORSE CREEK NEAR HOOVER, OK
LOCATION.--Lat 3*°32'29", long 97°1*'*9", on west line of SW 1/* sec.19, T.1 N., R. 1 E., Garvln County, Hydrologlc Unit 11130303, on downstream left bank at bridge on State Highway 19A, 1.5 ml north of Hoover, 1.8 ml downstream from Sandy Creek, and at mile 7.9.
DRAINAGF AREA.--60* ml 2 .
PERIOD OF RECORD.--Occasional low-flow measurements, water years 19**, 1951-69. October 1969 to current year.
REMARKS. Some regulation by Duncan, Clear Creek, Humphries and Fuqua Lakes; flow regulated since 1963 by numerous flood-retarding structures.
STREAMFLOW REGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1970-8*
MONTH
OCTOBERNOVEMBFRDLCEMUCHJANUARYFEBRUARYMARCHAPRILMAYJUNEJULYAUGUSTSEPTEMBER
MAXIMUM(CFS)
57592030117657*688112029*013906*02*9632
MINIMUM(CFS)
1.13.32.0*.98.88.56.736170.920.160.33
MEAN(CFS)
18715158538516221*61*3838937
103
STAN DARD
DEVIATION(CFS)
2352667955
1*2197292776*221856518*
COEFFICIENT OFVARIATION
1.31.81.*1.01.71.21.*1.31.12.11.71.8
PERCENTOF
ANNUALRUNOFF
8.77.12.72.5*.o7.6
10.028.817.9*.21.7*.8
ANNUAL 578 35 178 160 0.90 100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1971-8*
PERIOD(CON SECUTIVEDAYS)
137
1*306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN
250%
1.11.11.11.52.95.98.91*36
520%
0.000.000.030.130.631.62.95.6
12
1010%
0.000.000.000.020.270.811.63.76.8
PERCENT
205%
0.000.000.000.000.130.*60.992.7*.3
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 13 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
5 20%
10 10%
25*%
502%
100 1%
9520 1*900 18900 2*500
OKLAHOMA WEIGHTED SKEW = 0.103
29000 33800
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1970-8*
PERIOD (CONSECUTIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
59703*902070125078**753*8
520%
976056503*2022201*80929696
1010%
123007150*35029202030130099*
25*%
15300906055303850282018501*50
502%
17500105006*00*5603*60231018*0
1001%
195001190072505270*15028102280
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1970-8*
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% *0% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
0.002860 791 3*3 20* 133 69 *2 28 18 11 5.7 2.3 0.96 0.22 0.08 0.02
340
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Fig
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158. D
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of
daily
d
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1975-1
984 (s
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RED RIVER BASIN
07330500 CADDO CREEK NEAR ARDMORE, OK
LOCATION.--Lat 34°14'33", long 98°06'23", on west line NW 1/4 sec.4, T.4 S., R.2 E., at county highway bridge, 0.5 ml north of Ardmore and 10 ml upstream from mouth.
DRAINAGE AREA.--298 ml 2 .
PERIOD OF RECORD.--October 1936 to September 1950.
STREAMFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1937-50
MONTHMAXIMUM MINIMUM (CFS) (CFS)
STAN DARD
DEVIA- MEAN TION (CFS) (CFS)
COEFFI- PERCENT CIENT OF OF VARI- ANNUAL ATION RUNOFF
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYJUNE3ULYAUGUSTSEPTEMBER
ANNUAL
1740338816567
107016701350919512583289778
419
0.000.000.000.241.91.4
143.98.82.40.120.00
9.4
187638473
195221306282192808085
154
464101213145284427371289180151119205
116
2.51.62.52.01.51.91.21.00.941.91.52.4
0.76
10.13.44.64.010.512.0
10.44.34.4 4.6
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1938-50
PERIOD (CONSECUTIVEDAYS)
13714306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN PERCENT
250%
0.000.000.000.000.221.33.6
1225
520%
0.000.000.000.000.000.110.320.602.9
1010%
0.000.000.000.000.000.000.000.020.74
205%
0.000.000.000.000.000.000.000.000.21
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 14 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 50%
5 20%
10 10%
254%
50 2%
100 1%
8320 15600 21600 30700
OKLAHOMA WEIGHTED SKEW = 0.009
38600 47300
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1937-50
PERIOD (CONSECUTIVEDAYS)
13715306090
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
547029001640918590416330
520%
112006530356018801190822618
1010%
1490094404970250016001060780
254%
18800134006750321020801320930
502%
212001660080103660241014601020
1001%
233001970091904050270015801090
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1937-50
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
2890 575 233 128 83 45 27 16 8.4 3.6 1.2 0.09 0.04 0.02 0.01 0.00 0.00
342
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Fig
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159. D
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of
daily
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ne
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950 (
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RED RIVER BASIN
07331000 WASHITA RIVER NEAR DICKSON, OK
LOCATION.--Lat 34°13'59", long 96°58'38", In SE 1/4 SW 1/4 sec.3, T.4 S., R.3 E., Carter County, Hydrologlc Unit11130303, on right bank 500 ft upstream from bridge on U.S. Highway 177, 1.2 ml downstream from Caddo Creek, 3.2 ml north of Dlckson, 12.0 ml northeast of Ardmore, and at mile 63.5.
DRAINAGE AREA.--7,202 ml2 .
PERIOD OF RECORD.--August 1928 to current year. Monthly discharge only for some periods, published In WSP 1311. Prior to Oct. 1, 1979, published as Washlta River near Durwood.
REMARKS. Some diversions above station for Irrigation. Some regulation since March 1959 by Fort Cobb Reservoir; flow regulated since February 1961 by Foss Reservoir, and by numerous floodwater-retarding structures.
STREAMFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1929-60
MONTHMAXIMUM(CFS)
MINIMUM(CFS)
MEAN(CFS)
STAN DARD
DEVIATION(CFS)
COEFFICIENT OFVARIATION
PERCENTOF
ANNUALRUNOFF
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYJUNEJULYAUGUSTSEPTEMBER
103006690415042706330938011500209009430472033004270
134776701469119448850298160.11
ANNUAL 3890 391
1290834745748108012601960458031101230691977
1540
21801240793912122016302500431025401110745
1030
908
1.7 1.51.11.21.11.31.30.940.820.901.11.0
0.59
7.04.54.04.05.96.810.624.816.86.73.75.3
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1930-60
PERIOD(CON SECUTIVEDAYS)
137
14306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON -EXCEEDANCE PROBABILITY,
250%
108125140152250300317370511
520%
384652577295129165233
1010%
18212427323873
101151
IN PERCENT
205%
6.67.68.59.9
15244366
105
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 32 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
520%
10 10%
254%
502%
1001%
24700 46800 65200 92700 116000 142000
WATER RESOURCES COUNCIL WEIGHTED SKEW = -0.039
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1929-60
PERIOD(CON SECUTIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, ANDEXCEEDANCE PROBABILITY, IN PERCENT
250%
2150016900115007730519035802860
520%
41100321002110013800948065305070
1010%
580004500028900186001300089706890
254%
8430064500401002530018100126009570
502%
108000816004940030900225001570011900
1001%
1340001010005960036800273001920014400
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1929-60
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
19300 6530 3540 2200 1580 968 689 524 403 304 219 136 85 40 15 3.6 0.05
344
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Fig
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160. D
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daily
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ive
r near
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Okla
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1932-1
960 (s
tream
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unre
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RED RIVER BASIN
07331000 WASHITA RIVER NR DICKSON, OK Continued
STREAMFLOW REGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1961-84
MONTHMAXIMUM MINIMUM (CFS) (CFS)
STAN DARD COEFFI- PERCENT DEVIA- CIENT OF OF
MEAN TION VARI- ANNUAL (CFS) (CFS) ATION RUNOFF
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYJUNEJULYAUGUSTSEPTEMBER
5870526018201450315044507110130007690315026102970
ANNUAL 3050
3074
1031039478
210249158311342
340
134012106175147301070131027602480630387718
1150
17201520522330718998
142029302230773521821
730
1.31.30.850.640.980.941.11.1 0.901.21.3 1.1
0.64
9.78.84.53.75.37.79.5
20.118.04.62.85.2
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1962-84
PERIOD(CON-ccpiiJIL\~\J
TIVEDAYS)
137
14306090120183
DISCHARGE, IN CFS,RECURRENCE INTERVAL
FOR INDICATED, IN YEARS
NON-EXCEEDANCE PROBABILITY, IN
2 550% 20%
64 1269 1473 1783 21
103 31171 77227 104287 142425 201
1010%
3.84.16.18.5
15486696
136
, ANDPERCENT
205%
1.21.22.33.57.3
32446998
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 24 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 50%
520%
10 10%
254%
502%
100 1%
?6200 37000 42100 46500
STATION SKEW = -1.253
48900 50600
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1961-84
PERIOD(CON-
TIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR RECURRENCE INTERVAL, INEXCEEDANCE PROBABILITY,
250%
2240016200107006H60438028302170
520%
33400245001690011400751048303670
1010%
39000291002070014500982063504840
254%
445003390025200183001290084606510
INDICATED YEARS, ANDIN PERCENT
502%
4770036800282002100015400102007890
1001%
5020039300309002370017900120009390
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1961-84
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
14300 4770 2420 1640 1230 783 565 427 322 238 173 96 58 21 13 9.0 0.22
346
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161. D
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rog
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1
96
6-1
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RED RIVER BASIN
07331600 RED RIVER AT DENISON DAM NEAR DENISON, TX
LOCATION.--Lat 33 049'08", long 96°33'47", Grayson County, Hydrologlc Unit 11140101, on right bank 1,800 ft downstream from Denlson Dam powerhouse, 0.4 mi upstream from Shawnee Creek (spillway flow return), 4.5 mi north of Oenison, and at mile 725.5.
DRAINAGE AREA.--39,720 mi 2 of which 5,936 mi 2 is probably not contributing. At site used prior to October 1961, drainage area 39,777 mi , of which 5,936 mi was probably noncontributing.
PERIOD OF RECORD.--October 1923 to current year. Monthly discharge only for some periods, published in WSP 1311. Prior to October 1934, published as "near Denison, Texas", and October 1934 to September 1961, published as "near Colbert, Oklahoma". Gage-height records collected at various sites in this vicinity 1892-93, 1906-28, 1931-49 are contained in reports of National Weather Service.
Remarks.--Flow regulated since October 1943 by Lake Texoma.
STREAMFLOW REGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1961-84 MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1962-84
MONTHMAXIMUM MINIMUM (CFS) (CFS)
STAN DARD COEFFI- PERCENT DEVIA- CIENT OF OF
MFAN TION VARI- ANNUAL (CFS) (CFS) ATION RUNOFF
OCTOBERNOVEMBERDECEMBERJANUARYH.UKUAHYMARCHAPRILMAYJUNEJULYAUGUSTSEPTEMBER
15500189001040049607670967016400190003740021800104004420
ANNUAL 10500
569630569907859614789123015401750953325
1510
399038902810255024402660355059309320399030202430
3880
402048602160119019002650353054008800402017401070
2290
1.01.20.770.470.781.00.990.910.941.00.580.44
0.59
8.68.46.05.55.25.77.612.720.08.66.55.2
100
PERIOD(CONSECUTIVEDAYS)
137
14306090120183
DISCHARGE, IN CFS.RECURRENCE INILRVAL
FOR INDICATED, IN YEARS
NON-EXCEEDANCL I'HODAHILITY, IN
250%
6373
1504658281190152017301990
520%
475685
26955685710401120(290
1010%
4052661984527178348791040
, ANDPERCENT
205%
355056
1533816I76«6717877
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1961-84
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 23 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
520%
10 10%
254%
50 2%
1001%
23600 39700 51500
STATION SKEW = -0.173
67400 80000 92900
PERIOD (CON SECU TIVE DAYS)
DISCHARGE, IN CFS, FOR INDICATEDRECURRENCE INTERVAL, IN YLARS, ANDEXCEEDANCE PROBABILITY, IN PERCENT
2 50%
520%
10 10%
254%
50 2%
1001%
21700 40300 53600 71000 83900 9670037
15306090
2110018700149001090076506390
396003560027600199001350010900
530004780037000267001840014600
701006330049500362002570020200
828007470059000438003210025000
952008580066500516003930030400
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1961-84
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
34700 10900 7940 5770 4960 3970 3170 2560 1890 1170 490 129 90 71 62 55 43
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RED RIVER BASIN
07332000 RED RIVER NEAR COLBERT, OK
LOCATION.--Lat 33°49'06", long 96°31'23", in NE 1/4 sec.36, T.8 S., R.7 E., near center of span on downstream side of pier of highway bridge, 1.1 ml downstream from Sand Creek, 2.5 ml south of Colbert, 2.9 ml downstream from Denlson Dam, and at mile 723.0.
DRAINAGE AREA.--39,777 ml 2 , of which 5,936 ml 2 Is probably noncontrlbutlng.
PERIOD OF RECORD.--October 1923 to Sept. 1960. Statistical summaries for this station are divided Into unregulated and regulated periods.
IttMARKS.--! low regulated since October 31, 1943 by Lake Texoma.
STREAMFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1924-43
MONTH
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYJUNEJULYAUGUSTSEPTEMBER
MAXIMUM(CFS)
4100025500988013600198001040043500438005200012700903016900
MINIMUM(CFS)
37840224018249424965814701220454210349
MEAN(CFS)
79804070315026103700336078301360010600414026504550
STAN DARD
DEVIATION(CFS)
1190060502670277047302370100001140011400340021104860
COEFFICIENT OFVARIATION
1.51.50.851.11.30.701.30.841.10.820.801.1
PERCENTOF
ANNUALRUNOFF
11.76.04.63.85.44.911.519.915.56.13.96.7
ANNUAL 13500 1480 5680 2970 0.52 100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1925-43
PERIOD(CON SECUTIVEDAYS)
137
14306090120183
DISCHARGERECURRENCE
, IN CFS,INTERVAL
FOR INDICATED, IN YEARS
NON-EXCEEDANCE PROBABILITY, IN
250%
365407458493565843
11901680
520%
172220239263307472670943
2310 1150
1010%
108152164188227352484654781
, ANDPERCENT
205%
70109118141179277365467562
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 20 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 50%
5 10 10%
254%
502%
100 1%
87000 140000 177000 226000 262000 299000
WAFER RESOURCES COUNCIL WEIGHTED SKEW = -0.255
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1924-43
PERIOD (CONSECUTIVEDAYS)
137
15306090
DISCHARGE., IN CFS, FOR RECURRENCE INTERVAL, IN EXCEEDANCE PROBABILITY,
250%
75400624004410030600202001380010700
520%
1260001040007430050500346002360018000
1010%
1620001 340009570064000450003090023500
254%
2090001730001 2400080800585004070031000
INDICATED YEARS, AND IN PERCENT
502%
24400020200014500093100688004840036900
1001%
2800002310001 66000105000792005650043100
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1924-43
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
62200 23500 12800 8420 6350 4020 2840 2100 1560 1180 823 553 393 237 191 170 106
350
ISS
DISCHARGE, IN CUBIC FEET PER SECOND
q.q.q.(Qc-1 CD
0> CO
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RED RIVER BASIN
07332000 RED RIVER NEAR COLBERT, OK--Continued
STREAMFLOW REGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1944-59
MONTH
OCTOBERNOVEMBERDECEMBERJANUARY1 EBRUARYMARCHAPRILMAYJUNEJULYAUGUSTSEPTEMBER
ANNUAL
MAXIMUM(CFS)
27400924011500512094608620
204003470067000198002560010300
10900
MINIMUM(CFS)
6780
447271237202253138389165681111
345
MEAN(CFS)
4760246026702280270024503730970012300612042202820
4690
STAN DARD
DEVIATION(CFS)
7050227026701350223019504660977016600544057902230
2770
COEFFICIENT OFVARIATION
1.50.921.00.590.830.801.21.01.30.891.40.79
0.59
PERCENTOF
ANNUALRUNOFF
8.54.44.84.14.84.46.617.321.910.97.55.0
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1945-59
PERIOD(CON-C(Tp||OULU
1 1 VIIDAYS)
137
14306090
120183
DISCHARGE-RECURRENCE
, IN CFS,INTERVAL,
FOR INDICATEDIN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN PERCENT
250%
96214313559975158017902080
520%
607596164349579763982
2390 1150
1010*
466482
108171271408570717
205%
2935445487127221334465
MAGNirUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 28 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL TN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 50%
520%
10 10%
254%
50 2%
100 1%
25600 47500 64500
STATION SKEW = -0.261
88000 107000 127000
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1944-59
PERIOD(CON-
TIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR RECURRENCE INTERVAL, INEXCEEDANCE PROBABILITY,
250%
2960027900249002020016000112009090
520%
58900573005330043400341002340017900
1010%
77300757007090058000458003150023400
254%
97700955008950073700586004070029300
INDICATED YEARS, ANDIN PERCENT
502%
11000010800010000083100664004660033000
1001%
12100011800010900090800730005170036100
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1944-59
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95* 98% 99% 99.5% 99.9%
46600 21300 8240 5690 4900 3800 3100 2570 2110 1410 650 259 123 63 53 29
352
10
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D
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JAN
FE
B M
AR
APR
M
AY
JUN
E
JULY
AU
G
SEPT
Fig
ure
164. D
ura
tio
n
hyd
rog
rap
hs
of
daily
dis
ch
arg
e v
alu
es
fo
r R
ed
Riv
er
nea
r C
olb
ert
, O
klah
om
a,
wa
ter
ye
ars
1951-1
959 (s
tream
flo
w r
eg
ula
ted
).
RED RIVER BASIN
07332400 BLUE RIVER AT MILBURN, OK
LOCATION.--Lat 34 e 15'04", long 96 e 33'05", In SW 1/4 SW 1/4 sec.35, T.3 S., R.7 E., Oohnston County, Hydrologic Unit 11140102, on downstream side of left pier of bridge on State Highway 48A, 0.5 ml north of Mllburn, and at mile 84.9.
DRAINAGE AREA. 203 ml 2 .
PERIOD OF RECORD. October 1965 to current year. Occasional low-flow measurements made In water years 1956-61. Prior to October 1975 published as Blue Creek near Mllburn.
STREAMFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1966-84
MONTH
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAY3UNII3ULYAUGUSTSEPTEMBER
ANNUAL
MAXIMUM(CFS)
1330967309237326615787699592174115230
310
MINIMUM(CFS)
312826252423294837201724
46
MEAN(CFS)
2021328986
116183203251172755270
136
STAN DARD
DEVIATION(CFS)
344216735783
159182215145432457
76
COEFFI CIENT OFVARIATION
1.71.60.820.660.710.870.900.860.840.580.460.81
0.56
PERCENT OF
ANNUALRUNOFF
12.48.15.55.27.1
11.212.515.410.54.63.24.3
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1967-84
PERIOD(CONSECUTIVEDAYS)
137
14306090120183
DISCHARGE, IN CFS,RECURRENCE INTERVAL,
FOR INDICATEDIN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN PERCENT
2 550% 20%
32 2433 2533 2536 2837 2840 2942 3048 3357 37
1010%
212122232424252831
205%
181819202121222527
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 19 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 50*
520%
10 10%
254%
502%
100 1%
9810 19800 28600 42100 54000 67500
OKLAHOMA WEIGHTED SKEW = -0.032
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PEKIOD OK RECORD 1966-84
PERIOD (CONSECUTIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AMD EXCEEDANCE PROBABILITY, IN PERCENT
250%
469023601220716445303256
520%
9070447023501300778508412
1010%
125006090327017601040659523
254%
173008310462024301420865669
502%
21200101005740299017301030780
1001%
25200119006970359020701200890
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1966-84
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
1370 336 205 157 132 97 76 61 50 44 37 31 28 23 20 18 16
354
CO en
en
10*
Q
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C
L b Ld O Ld
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Q
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AN
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AB
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50-P
ER
CE
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AN
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80
-PE
RC
EN
T E
XC
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DA
NC
E P
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BIL
ITY
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TIO
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UM
BE
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7332400
STR
EA
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OW
UN
RE
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D
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,^"
^"
OC
T N
OV
D
EC
JAN
FE
B M
AR
APR
M
AY
JUN
E
JULY
A
UG
SE
PT
Fig
ure
1
65
. D
ura
tio
n hydro
gra
phs o
f d
aily
dis
charg
e valu
es fo
r B
lue R
iver
at
Milb
urn
, O
kla
ho
ma
, w
ate
r ye
ars
1966-1
984 (s
tre
am
flo
w unre
gula
ted).
RED RIVER BASIN
07332500 BLUE RIVER NEAR BLUE, OK
LOCATION.--Lat 33°59'49", long 96°14'27", on line between sec.27 and 34, T.6 S., R.10 E., Bryan County, Hydrologlc Unit 11140102, near left bank on downstream side of pier of bridge on U.S. Highway 70, 1.0 ml west of Blue, 7.0 ml east of Durant, 7.7 ml upstream from Caddo Creek, and at mile 38.8.
DRAINAGE AREA.--476 ml 2 .
PERIOD OF RECORD.--June 1936 to current year. Monthly discharge only for some periods, published In WSP 1311, 1731.
REMARKS.--Some regulation at low flow by a State fish hatchery, 16.0 ml above station. Small diversion above station for municipal water supply for city of Durant.
STREAMFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1937-84
MONTHMAXIMUM MINIMUM (CFS) (CFS)
STAN DARD
DEVIA- MEAN TION (CFS) (CFS)
COEFFI- PERCENT CIENT OF OF VARI- ANNUAL ATION RUNOFF
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYJUNEJULYAUGUSTSEPTEMBER
ANNUAL
361013701380849
216030902920220025107807551500
4.411181827235233245.20.940.42
972 31
26324919819335739453158339615378160
295
553360265186423520622541455198112261
200
2.1 1.4 1.3 0.961.21.3 1.2 0.931.21.31.4 1.6
0.68
7.47.05.65.4
10.011.114.916.411.14.32.24.5
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1938-84
PERIOD (CONSECUTIVEDAYS)
137
14306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN PERCENT
250%
262931333849586888
520*
7.69.1
11141721243039
1010%
2.53.14.05.88.5
11121825
205%
0.670.861.22.13.65.16.2
1117
100
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 48 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
10 10%
254%
50 2%
1001%
8900 16800 24100 36100 47400 61000
OKLAHOMA WEIGHTED SKEW = 0.371
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1937-84
PERIOD (CON SECUTIVE DAYS)
DISCHARGE RECURRENCE EXCEEDANCE
2 550% 20%
, IN CFS, FOR INTERVAL, IN PROBABILITY,
10 25 10% 4%
INDICATED YEARS, AND IN PERCENT
50 1002% 1%
137
15306090
73905120269017001060705585
13600926049302990190012701020
183001210065003800246016701310
247001560085004710313021801670
297001810099605300359025501920
3490020500114005820402029202150
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1937-84
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
4550 1160 498 312 230 148 107 80 60 46 36 26 20 9.8 2.9 0.97 0.06
356
CO cn
10*
Q O bJ
-i/f
CO
1U
Ld
CL Ld
Ld DD
ID O Ld
O O
10*
IU 101
1Cf
1 i i i 1
20-P
ER
CE
NT
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ED
AN
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AB
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Y
50-P
ER
CE
NT
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ED
AN
CE
PR
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AB
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Y
80-P
ER
CE
NT
EX
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ED
AN
CE
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AB
ILIT
Y
STAT
ION
NU
MB
ER
07
33
25
00
STR
EA
MFL
OW
UN
RE
GU
LATE
D
OC
T N
OV
D
EC
JAN
FE
B M
AR
APR
M
AY
JUN
E
JULY
AU
G
SEPT
Fig
ure
1
66
. D
ura
tio
n h
yd
rog
rap
hs o
f daily
dis
charg
e valu
es fo
r B
lue
R
ive
r near
Blu
e,
Okl
ah
om
a,
wate
r ye
ars
1946-1
984 (s
tream
flow
u
nre
gu
late
d).
RED RIVER BASIN
07334000 MUDDY BOGGY CREEK NEAR FARRIS, OK
LOCATION.--Lat 34°16'17", long 95°54 I 43", in NE 1/4 NW 1/4 sec.26, T.3 S., R.13 E., Atoka County, Hydrologic Unit 11140103, on downstream side of left bank pier of main span of bridge on State Highway 3, 1.3 mi downstream from McGee Creek, 2.8 mi northwest of Farris, and at mile 57.7.
DRAINAGE AREA.--1,087 mi2 .
PERIOD OF RECORD.--October 1937 to current year. Monthly discharge only for some periods, published in WSP 1311.
REMARKS. Some regulation since Dune 1959 by Atoka Reservoir. Pipeline diversions to Oklahoma City since November 1963, normal capacity, 60 Mgal/d.
STREAMFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1938-84
MONTH
OCTOBERNOVEMBERDECEMBEROANUARYFEBRUARYMARCHAPRILMAYOUNEJULYAUGUSTSEPTEMBER
ANNUAL
MAXIMUM(CFS)
640057204250265079907380963066207520337025003760
2760
MINIMUM(CFS)
0.000.000.230.49
112040893.80.150.000.00
142
MEAN(CFS)
61266455147311401280178018801060378180442
867
STAN DARD
DEVIATION(CFS)
12301160855577
14801450200015201500721490852
565
COEFFI CIENT OFVARIATION
2.01.81.51.21.31.11.10.811.41.92.71.9
0.65
PERCENT OF
ANNUALRUNOFF
5.96.45.34.511.012.317.118.010.23.61.74.2
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1939-84
PERIOD (CONSECUTIVEDAYS)
13714306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCr PROBABILITY, IN PERCENT
250%
0.400.440.601.02.7
132659
142
520%
0.000.000.000.060.271.03.48.7
33
1010%
0.000.000.000.000.000.040.882.5
14
205%
0.000.000.000.000.000.000.210.806.2
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 47 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 50%
520%
10 10%
254%
50 2%
100 1%
19800 29900 37400 47900
OKLAHOMA WEIGHTED SKEW = 0.198
56400 65500
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1938-84
PERIOD (CONSECUTIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
170001410093505520354022901840
520%
2580022200155008960575037703040
1010%
31800277001960011300725048303870
254%
39300346002490014300914062604940
502%
448003980028800165001050073705740
1001%
504004480032500186001190085006540
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1938-84
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
14400 5190 2070 999 585 252 132 69 39 21 8.8 2.0 0.44 0.01 0.00 0.00 0.00
358
CO en
CD
icf
§
104
o
10*
LU
a. LU
LU b_ o CD o LU o
on o Q
101
1Cf
10r-
2
20-P
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CE
NT
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ED
AN
CE
PR
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AB
ILIT
Y
50-P
ER
CE
NT
EX
CE
ED
AN
CE
PR
OB
AB
ILIT
Y
80-P
ER
CE
NT
EX
CE
ED
AN
CE
PR
OB
AB
ILIT
Y
STAT
ION
NU
MB
ER
07
33
40
00
STR
EA
MFL
OW
UN
RE
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LATE
D
' '
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v '
\**vf
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'
i " " "
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T N
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D
EC
JAN
FE
B M
AR
APR
M
AY
JUN
E
JULY
A
UG
SE
PT
Fig
ure
1
67
. D
ura
tio
n
hyd
rog
rap
hs
of
dai
ly
dis
ch
arg
e v
alu
es
for
Mu
dd
y B
og
gy
Cre
ek
n
ear
Farr
is,
Okl
aho
ma,
wate
r y
ea
rs
1946-1
984 (
str
eam
flo
w u
nre
gu
late
d).
RED RIVER BASIN
07335000 CLEAR BOGGY CREEK NEAR CANEY, OK
LOCATION.--Lat 34°15'09", long 96°12'19", in NW 1/4 SE 1/4 sec.36, T.3 S., R.10 E., Atoka County, Hydrologic Unit 11140104, on downstream side of left pier of bridge on old U.S. Highways 69 and 75, 0.5 mi downstream from Caney Creek, 1.5 mi north of Caney, and at mile 24.1.
DRAINAGE AREA.--720 mi 2 .
PERIOD OF RECORD.--October 1942 to current year. Monthly discharge only for some periods, published in WSP 1311.
REMARKS.--Flow regulated since 1964 by numerous floodwater-retarding structures.
STREAHFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1943-63
MONTH
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYDUNEDULYAUGUSTSEPTEMBER
ANNUAL
MAXIMUM(CFS)
141013503070899
23305680439037604090167011402490
1670
MINIMUM(CFS)
0.007.4
111115233484400.050.000.00
54
MEAN(CFS)
2422633442425087039091240702273127288
486
STAN DARD
DEVIATION(CFS)
3544096613046441180118010601020447288607
370
COEFFI CIENT OFVARIATION
1.51.51.91.31.31.71.30.851.51.62.32.1
0.76
PERCENT OF
ANNUALRUNOFF
4.24.55.94.18.712.015.621.212.04.72.24.9
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1944-63
PERIOD (CONSECUTIVEDAYS)
137
14306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN PERCENT
250%
9.69.8
11122125385196
520%
2.12.22.53.24.47.2
101525
1010%
0.000.000.000.000.252.74.86.710
205%
0.000.000.000.000.000.000.000.004.7
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 22 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 50%
520%
10 10%
254%
502%
100 1%
13400 26900 39300 59700
OKLAHOMA WEIGHTED SKEW = 0.208
78800 102000
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1943-63
PERIOD (CONSECUTIVEDAYS)
13715306090
DISCHARGE, IN CFS, FOR RECURRENCE INTERVAL, IN EXCEEDANCE PROBABILITY,
250%
950082405200291019201210988
520%
168001380085704970329022601780
1010%
2290017300105006330417030502330
254%
3190021700126007980519041403030
INDICATED YEARS, AND IN PERCENT
502%
3970024700139009140587049903540
1001%
48500275001510010200650058604040
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1943-63
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
7960 2670 927 465 309 169 106 72 50 29 18 11 4.7 0.09 0.04 0.02 0.00
360
CO
10s
I 10*
20-P
ER
CE
NT
EX
CE
ED
AN
CE
PR
OB
AB
ILIT
Y
50-P
ER
CE
NT
EX
CE
ED
AN
CE
PR
OB
AB
ILIT
Y
80-P
ER
CE
NT
EX
CE
ED
AN
CE
PR
OB
AB
ILIT
Y
STAT
ION
NU
MB
ER
07
33
50
00
STR
EA
MFL
OW
UN
RE
GU
LATE
D
OC
T N
OV
D
EC
JAN
FE
B M
AR
AP
R
MAY
JU
NE
JU
LY
AU
G
SE
PT
Fig
ure
16
8.
Du
ratio
n hyd
rogra
phs
of
daily
d
isch
arg
e v
alu
es
for
Cle
ar
Boggy
Cre
ek
near
Caney,
O
klahom
a,
wate
r ye
ars
1945-1
963 (s
tream
flow
u
nre
gu
late
d).
RED RIVER BASIN
07335000 CLEAR BOGGY CREEK NEAR CANEY, OK--Continued
STREAMFLOW REGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1965-84
STAN DARD COEFFI- PERCENT DEVIA- CIENT OF OF
(MONTH
OCTOBERNOVEMBERDECEMBER3ANUARYFEBRUARYMARCHAPRILMAY3UNF3ULYAUGUSTSEPTEMBER
ANNUAL
MAXIMUM (CFS)
6360253021501360165031603060294022104462161160
1290
MINIMUM (CFS)
3.67.78.27.97.86.5
20152122.80.006.1
106
MEAN (CFS)
71347931623950683479698960510756
209
487
TION (CFS)
150073650233152287774385858312365
358
330
VARI ATION
2.11.51.61.41.01.00.930.870.961.21.11.7
0.68
ANNUAL RUNOFF
12.28.25.44.18.614.313.616.910.31.81.03.6
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1966-84
PERIOD(CON-
TIVEDAYS)
13714306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN PERCENT
250%
6.87.37.79.8
1219315299
520%
2.02.22.93.85.46.59.61831
1010%
0.780.891.52.02.73.45.1
1117
205%
0.000.000.000.000.000.383.06.8
10
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 20 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
5 20%
10 10%
254%
502%
100 1%
11900 19600 25800 34700
OKLAHOMA WEIGHTED SKEW = 0.150
42200 50400
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1965-84
PERIOD (CONSECUTIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
9720840052403300204012501070
520%
158001350087105450338021001740
1010%
2060016900112006960435027602190
254%
2770021200144008900564036702770
502%
33700243001690010400664044103190
1001%
40300273001940011800767052003610
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1965-84
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5* 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
7?80 ?540 11)0 670 440 218 133 87 53 31 19 9.6 5.8 ?.) 0.24 0.01 0.00
362
CO o CO
ICf
F
10* 103
Q Z o a CO o: Ld
Q
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L
d
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o UJ o
o: I ld
Q
20-P
ER
CE
NT
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ED
AN
CE
PR
OB
AB
ILIT
Y
50-P
ER
CE
NT
EX
CE
ED
AN
CE
PR
OB
AB
ILIT
Y
STAT
ION
NU
MB
ER
07335000
STR
EA
MFL
OW
REG
ULA
TED
8
0-P
ER
CE
NT
EX
CE
ED
AN
CE
PR
OB
AB
ILIT
Y
UV
\ v\|V
V I
'I
OC
T N
OV
D
EC
JAN
F
IB
MAR
A
PR
M
AY
JUN
E
JULY
AU
G
SEPT
Fig
ure
169. D
ura
tion h
ydro
gra
phs
of
daily
dis
charg
e valu
es fo
r C
lear
Boggy
Cre
ek
near
Ca
ne
y,
Okl
ahom
a,
wa
ter
ye
ars
1
96
6-1
98
4 (
str
ea
mflo
w re
gu
late
d).
RED RIVER BASIN
07335500 RED RIVER AT ARTHUR CITY, TX
LOCATION.--Lat 33°52'32", long 95 e 30'08", in NW 1/4 sec.11, T.8 S., R.17 E., Choctaw County, OK, Hydrologic Unit 11140101, on right downstream bank of bridge on U.S. Highway 271 at Arthur City, 10.6 mi downstream from Muddy Boggy River, 26.0 mi upstream from Kiamichi River, and at mile 633.1.
DRAINAGE AREA.--44,531 mi2 , of which 5,936 mi 2 probably is noncontributing.
PERIOD OF RECORD.--January to September 1905 (gage heights and discharge measurements only), October 1905 to December 1911, Duly 1936 to current year. Monthly discharge only for some periods, published in WSP 1311. Gage-height records collected at same site since 1891 are contained in reports of the National Weather Service.
REMARKS.--Flow regulated since October 1943 by Lake Texoma, 92.8 mi above station.
STREAMFLOW REGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1944-84
MONTHMAXIMUM MINIMUM (CFS) (CFS)
MEAN (CFS)
STAN DARD DEVIA TION (CFS)
COEFFI- PERCENT CIENT OF OF VARI- ANNUAL ATION RUNOFF
OCTOUERNOVEMBERDECEMBERJANUARYR.URUARYMARCHAPUILMAYJUNEDULYAUCUS1SEPTEMBER
402003720026500136002420037900385006320083800275003480019000
ANNUAL 19300
26324281611301140112013402840207047573!>345
2750
69006360556047607040754092301450015000662043304280
85908220573029105420702080601270016200634053103690
7670 4340
1.21.31.00.610.770.930.870.871.1 0.961.2 0.86
0.57
7.56.96.05.27.68.210.015.816.37.24.74.6
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1945-84
PERIOD(CON SECUTIVEDAYS)
137
14306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN PERCENT
250%
549654861120018502410266029903540
520%
31035245566310701460157017602080
1010%
222246312454708981110012701560
205%
1651792243204716577929561220
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 41 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
5 20%
10 10%
254%
502%
100 1%
58700 86300 107000 136000 159000
S1A1ION SKEW = 0.299
184000
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED OM PERIOD OF RECORD 1944-84
PERIOD (CONSECUTIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
55300477003980030400218001510012500
520%
80000677005740046700355002540020800
1010%
98100818006940058200460003410028100
254%
1230001010008480073400608004770039500
502%
1430001150009650085100729005980049900
1001%
16500013100010800097100859007380062200
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1944-84
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
60100 32100 18900 12700 9360 6080 4610 3680 2990 2400 1800 1130 761 467 310 211 148
364
99£
DISCHARGE, IN CUBIC FEET PER SECOND
q,(Qc CD
8? 5 a
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CD*
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53 53 53 o o oR H R o o oz z zo o o rn n n o "o "TO
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RED RIVER BASIN
07335700 KIAMICHI RIVER NEAR BIG CEDAR, (Hydrologlc bench-mark station)
OK
LOCATION.--Lat 34'38 I 18", long 94'36 I 45", in SW 1/4 SE 1/4 sec.18, T.2 N., R.26 E., LeFlore County, Hydrologic Unit 11140105, in Ouachita National Forest, on downstream side of right bank pier of bridge on State Highway 63, 0.2 mi upstream from Rattlesnake Creek, 1.1 mi upstream from Big Branch, 2.1 mi east of Big Cedar, and at mile 157.6.
DRAINAGE AREA.--40.1 mi 2 .
PERIOD OF RECORD.--October 1965 to current year.
STREAMFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1966-84
MONTHMAXIMUM MINIMUM (CFS) (CFS)
STAN DARD
DEVIA- MEAN TION (CFS) (CFS)
COEFFI- PERCENT CIENT OF OF VARI- ANNUAL ATION RUNOFF
OCTOBERNOVEMBERDECEMBER3ANUARYFEBRUARYMARCHAPRILMAYDUNEDULYAUGUSTSEPTEMBER
ANNUAL
22521244520920736232532317811947150
143
0.000.000.922.56.1
29357.00.970.120.000.00
34
4264114729316012013761196.517
75
5765
1115653109739563311336
30
1.41.00.970.790.570.680.600.691.01.71.92.1
0.39
4.77.1
12.67.9
10.317.613.315.16.72.10.71.9
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1967-84
PERIOD (CONSECUTIVEDAYS)
13714306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON -EXCEEDANCE PROBABILITY, IN PERCENT
250%
0.000.000.000.000.190.321.44.119
520%
0.000.000.000.000.000.000.070.416.2
1010%
0.000.000.000.000.000.000.000.073.1
205%
0.000.000.000.000.000.000.000.001.6
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 19 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 50%
5 20%
10 10%
254%
502%
100 1%
8000 13000 16800 21900 26000
OKLAHOMA WEIGHTED SKEW = -0.043
30300
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1966-84
PERIOD (CONSECUTIVEDAYS)
13715306090
DISCHARGE, IN CFS, FOR RECURRENCE INTERVAL, IN EXCEEDANCE PROBABILITY,
250%
21701160622393271191160
520%
34901800921556373253214
1010%
449022801130663439294250
254%
592029601420797520345297
INDICATED YEARS, AND IN PERCENT
502%
709035201640895580384333
1001%
836041201880993639422369
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1966-84
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
944 282 166 118 88 55 36 23 13 4.5 1.4 0.10 0.01 0.00 0.00 0.00 0.00
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RED RIVER BASIN
07336200 KIAMICHI RIVER NEAR ANTLERS, OK
LOCATION.--Lat 3^°1V55", long 95°36'18", in SW 1/<f sec.35, T.3 S., R.16 E., Pushmataha County, Hydrologic Unit111W1105, on right bank, 50 ft downstream from bridge on U.S. Highway 271 and State Highway 2, 2.0 mi northeast ofAntlers, 7.7 mi downstream from Tenmile Creek, 5.^ mi upstream from Cedar Creek and at mile 59.6.
DRAINAGE AREA. 1,138 mi2 .
PERIOD OF RECORD.--October 1972 to current year.
REMARKS.--Flow regulated since Oanuary 1983 by Sardls Lake, about <*2.0 mi above station, for municipal water supply for city of Antlers.
Small diversion above station
STREAMFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1973-82
MONTH
OCTOBERNOVEMBERDECEMBEROANUARYFEBRUARYMARCHAPRILMAYJUNEJULYAUGUSTSEPTEMBER
ANNUAL
MAXIMUM(CFS)
3630586028302120404062506190682058803674905910
2670
MINIMUM(CFS)
9.21008310921625333116948220.111.7
606
MEAN(CFS)
824192097398718903090220028202080150132830
1480
STAN DARD
DEVIATION(CFS)
11602360865742
13701940191019201890121148
1830
795
COEFFI CIENT OFVARIATION
1.4U20.890.750.730.630.870.680.910.801.12.2
0.54
PERCENT OF
ANNUALRUNOFF
4.610!?5.45.5
10.617.312.315.811.60.80.74.6
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 197^-82
PERIOD(CON- ccpii Jtl-W
TIVEDAYS)
137
1^306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN
250%
3.53.6<*.!5.79.9
2869139276
520%
0.000.000.000.000.002.9
21<*0101
1010%
0.000.000.000.000.000.65
112163
PERCENT
205%
0.000.000.000.000.000.166.612<^
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 10 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
5 20%
10 10%
25 50 2%
1001%
29700 f0700 ^7500 55WO 60900
OKLAHOMA WEIGHTED SKEW = -0.332
66200
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1973-82
PERIOD (CONSECUTIVEDAYS)
137
15306090
250%
297002^7001^1008560563036702870
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
520%
399003^300198001200075705080^160
1010%
<^800388002280013700867059905100
25<f%
WOO^29002580015500988071306390
502%
51800^500027600165001070079707^20
1001%
53800^6600290001730011 «>088008510
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1973-82
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% W% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
20WO 6990 3f80 22W 1630 897 5^3 330 107 ^6 1.9 0.03 0.01 0.01 0.00
368
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RED RIVER BASIN
07336500 KIAMICHI RIVER NEAR BELZONI, OK
LOCATION.--Lat 34°12'02", long 95°29'03", in SE 1/4 sec.1<f, T. 14 S., R.17 E., Pushmataha County, near left bank on downstream side of pier of bridge on State Highway 7, 1.8 mi northwest of Belzoni, 6.5 mi downstream from Cedar Creek, 10 mi upstream from Possum Creek, and at mile 47.7.
DRAINAGE AREA.--1,423 mi 2 .
PERIOD OF RECORD.--October 1925 to September 1971.
STREAMFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1926-71
MONTHMAXIMUM MINIMUM (CFS) (CFS)
STAN DARD
DEVIA- MEAN TION (CFS) (CFS)
COEFFI- PERCENT CIENT OF OF VARI- ANNUAL ATION RUNOFF
OCTOBERNOVEMBERDECEMBER3ANUARYFEBRUARYMARCHAPRILMAY3UNEJULYAUGUSTSEPTEMBER
3430829057609710978010800129001090012300695032105800
0.000.648.86.8
78176148295240.950.000.00
ANNUAL 4210 514
61710701550207026302370359034701520679239706
1700
8031600148022702470202030302650251013305151310
789
1.31.50.951.10.940.850.840.761.72.02.21.8
0.46
3.0 5.27.610.112.811.517.516.97.43.31.23.4
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1927-71
PERIOD(CON SECUTIVEDAYS)
13714306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN
250%
1.61.92.43.47.6
2659114431
520%
0.000.000.000.000.302.29.1
26137
1010%
0.000.000.000.000.000.292.4
1163
PERCENT
205%
0.000.000.000.000.000.000.605.1
29
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 47 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 50%
520%
10 10%
254%
50 2%
100 1%
34500 49400 59400 72000
OKLAHOMA WEIGHTED SKEW = -0.122
81300 90600
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1926-71
PERIOD (CONSECUTIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
30700258001640010000660044503640
520%
43700377002430014500968066805430
1010%
521004550029900175001180082906720
254%
6250055100371002110014400105008450
502%
7010062200427002380016300122009810
1001%
77500691004840026400183001400011230
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1926-71
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30* 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
25300 8470 3770 2340 1630 954 579 345 200 98 40 9.6 1.7 0.07 0.03 0.02 0.00
370
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RED RIVER BASIN
07336820 RED RIVER NEAR DE KALB, TX
LOCATION.--Lat 33*41'15", long 94°41'39", Bowle County, Tex.-McCurtaln County, Okla. State line, Hydrologlc Unit11140106, near left bank at downstream side of bridge on U.S. Highway 259, 4.8 ml upstream from North Mill Creek, 13ml north of De Kalb, and at mile 556.9.
DRAINAGE AREA.--47,348 ml2 , of which 5,936 ml 2 probably Is noncontrlbutlng.
PERIOD OF RECORD.--December 1967 to current year.
REMARKS.--Flow regulated since October, 1943 by Lake Texoma.
STREAMFLOW REGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1969-84
MONTHMAXIMUM MINIMUM (CFS) (CFS)
MEAN (CFS)
STAN DARD COEFFI-
DEVIA- CIENT OF TION VARI- (CFS) ATION
PERCENTOF
ANNUAL RUNOFF
OCTOBERNOVEMBF.RDECEMBEROANUARYFEBRUARYMARCHAPRILMAYDUNEDULYAUGUSTSEPTEMBER
400005320045400113003100041200489006080061600350001390024000
ANNUAL 23400
178021101610170028802490301047103350260014201390
4690
9860133001250068001180014900142002030020500678042004840
11600
1090015300127003010935010200117001480016700797029305860
6090
1.11.21.00.440.790.690.830.730.811.20.701.2
0.52
7.09.59.04.98.410.610.114.514.6 4.8 3.0 3.5
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1969-84
PERIOD(CON SECUTIVEDAYS)
137
14306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN
250%
7208831160153020102540295036304820
520%
442560773
101014501890221024903090
1010%
34844763881612501650196021202530
PERCENT
205%
28837355068811101490180019002190
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 16 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN Yt.AHS, AND EXCI.EDANCE PROBABILITY, IN PERCENT
2 50%
5 20%
10 10%
254%
502%
100 1%
72400 117000 152000 202000 243000 288000
STATION SKEW = 0.119
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1969-84
PERIOD (CONSECUTIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR RECURRENCE INTERVAL, IN EXCEEDANCE PROBABILITY,
250%
72800663005860047800350002420021000
520%
110000968008310067800518003650031300
1010%
1370001180009950080700634004580038700
254%
17400014700012000096700785005880048400
INDICATED YEARS, AND IN PERCENT
502%
2030001690001 36000108000901006960056000
1001%
2320001920001510001200001020008120063900
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD DF RECORD 1969-84
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
77400 47900 30900 21400 16200 9960 7150 5390 4300 3440 2660 1830 1400 974 738 637 455
372
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RED RIVER BASIN
07337500 LITTLE RIVF.R NEAR WRIGHT CITY, OK
LOCATION.--Lat 3*"0*'10", long 95"02'*7", in NE 1/* NW 1/* sec.6, T.6 S., R.22 E., McCurtaln County, Hydrologlc Unit 111*0107, on left bank on downstream side of bridge on State Highway 98, 1.8 ml upstream from White Oak Creek, 2.0 ml west of Wrlght City, 4-.7 ml downstream from Pine Creek Lake, and at mile 1*0.6.
DRAINAGE AREA.--6*5 ml2 .
PERIOD OF RECORD.--October 1929 to September 1931, October 19** to current year. Monthly discharge only for some periods, published In WSP 1311.
REMARKS.--Except for 10 ml 2 Intervening area, flow completely regulated since Oune 1969 by Pine Creek Lake.
STREAMFLOW UNREGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1930-31, 19*5-68
STAN DARD COEFFI- PERCENT
DEVIA- CIENT OF OFMAXIMUM MINIMUM MEAN TION VARI- ANNUAL
MONTH (CFS) (CFS) (CFS) (CFS) ATION RUNOFF
OCTOBERNOVEMBERDECEMBER3ANUARYFEBRUARYMARCHAPRILMAYDUNEDULYAUGUSTSEPTEMBER
ANNUAL
2120 3610 30*0 5350 WOO 70*0 5*30 6870 *1*0 2280 1690 3*90
0.00 1.0 *.9 3.5
9810*2162*7 13 2.7 0.00 0.00
1980 363
305582818109015301*1015902080557*09 152*1*
907
*868618061220121013601380162010306793357**
*39
1.61.50.991.10.790.960.870.781.81.72.21.8
0.*8
2.85.37.59.91*.012.91*.619.05.13.71.*3.8
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1931, 19*6-68
PERIOD(CON- ccrii.OCV.U
TIVEDAYS)
1371*306090120183
DISCHARGERECURRENCE
, IN CFS,INTERVAL
FOR INDICATED, IN YEARS, AND
NON-EXCEFDANCE PROBABILITY, IN PERCENT
250%
1.21.*1.62.0*.o102*59
217
520%
0.090.100.120.150.280.993.5
1165
1010%
0.000.000.000.000.020.190.953.8
30
205%
0.000.000.000.000.000.010.121.5
1*
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 26 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 50%
520%
10 10%
25*%
50 2%
100 1%
30500 *9700 6*100 83800 99600 116000
OKLAHOMA WEIGHTED SKEW = -0.0*6
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1930-31, 19*5-68
PERIOD(CON- ccpii.TIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, ANDEXCEEDANCE PROBABILITY, IN PERCENT
250%
20700128007810*83033*023101880
520%
3*10020300118007390*9*035202860
1010%
**500260001*50092106020*3903590
25*%
593003*00018000116007*005570*600
502%
71600*060020800135008**065005*20
1001%
8*900*770023500155009*707*706280
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1930-31, 19*5-68
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% *0% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
12700 *170 2070 1320 928 5*9 3*0 200 113 55 22 3.7 0.89 0.09 0.0* 0.02 0.00
374
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tio
n h
ydro
gra
ph
s o
f d
aily
dis
char
ge
valu
es f
or
Lit
tle R
iver
nea
r W
rig
ht
Cit
y,
Okl
aho
ma,
wate
r years
1950-1
968 (
str
eam
flo
w u
nre
gu
late
d).
RED RIVER BASIN
07337500 LITTLE RIVER NEAR WRIGHT CITY, OK Continued
STREAMFLOW REGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1969-84
MONTHMAXIMUM MINIMUM (CFS) (CFS)
MEAN (CFS)
STAN DARD COEFFI- DEVIA- CIENT OF TION VARI- (CFS) ATION
OCTOBERNOVEMBERDECEMBERJANUARYFLBRUARYMARCHAPRILMAYJUNEJULYAUGUSTSEPTEMBER
ANNUAL
2080449041302330309036702950411036904944023270
13143925
1029864294199.49.5
13
1860 332
5078591130745
1130147012701570112013085304
858
6961410121060886010009179671260147115808
434
1.41.61.10.820.760.680.720.621.11.11.42.7
0.51
PERCENTOF
ANNUAL RUNOFF
4.98.311.07.210.914.312.315.210.81.30.82.9
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1970-84
PERIOD(CON-
TIVEDAYS)
13714306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY,
250%
7.98.28.4
1115263652
152
520%
2.22.73.85.5
1014162054
1010%
0.821.42.43.88.6
11111332
IN PERCENT
205%
0.310.811.72.87.79.09.09.1
21
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 16 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
520%
10 10%
254%
50 2%
100 1%
6630 8150 9100
STATION SKEW = 0.136
10300 11100 11900
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1969-84
PERIOD (CONSECUTIVEDAYS)
13715306090
DISCHARGE, IN CFS, FOR RECURRENCE INTERVAL, IN EXCEEDANCE PROBABILITY,
250%
6250604056804410313021901770
520%
7120691067705710428029602450
1010%
7540732072406410504034802940
254%
7950771076607160601041603610
INDICATED YEARS, AND IN PERCENT
502%
8200794078807640674046804140
1001%
8400813080508060780052104690
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1969-84
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5 99.9%
1.67110 5090 3060 1860 1170 555 293 154 69 37 25 15 10 6.1 3.7 2.4
376
10T
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b.
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JAN
FE
B M
AR
APR
M
AY
JUN
E
JULY
AU
G
SEPT
Fig
ure
176. D
ura
tion hydro
gra
phs o
f daily
d
isch
arg
e valu
es fo
r L
ittle
R
iver
ne
ar
Wright
City,
Okl
ahom
a,
wate
r ye
ars
1976-1
984 (s
tre
am
flo
w re
gula
ted).
RED RIVER BASIN
07337900 GLOVER CREEK NEAR GLOVER, OK
LOCATION.--Lat 34 e05'51", long 94 e 54'07", in NW 1/4 NE 1/4 sec.28, T.5 S., R.23 E., McCurtaln County, Hydrologlc Unit 11140107, near right bank on downstream side of pier of bridge on State Highways 3 and 7, 2.0 mi north of Glover, 11.0 ml northwest of Broken Bow, and at mile 9.2.
DRAINAGE AREA.--315 ml 2 .
PERIOD OF RECORD.--October 1961 to current year.
STREAHFLOW UNREGULATED
MONTH
MONTHLY AND ANNUAL MEAN DISCHARGES 1962-84
STAN DARD COEFFI- PERCENT
DEVIA- CIENT OF OF MEAN TION VARI- ANNUAL (CFS) (CFS) ATION RUNOFF
MAXIMUM MINIMUM (CFS) (CFS)
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYOUNEDULYAUGUSTSEPTEMBER
ANNUAL
127021503380120015302510194025401510213288
2690
0.000.332.82.0
5397
2321034.61.10.000.00
979 169
2594346284135918726968323414749218
447
3545227333304206204716794065882
569
214
1.41.21.20.800.710.710.680.821.21.21.72.6
0.48
4.88.1
11.77.7
11.016.212.915.56.30.90.94.1
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1963-84
PERIOD (CONSECUTIVEDAYS)
137
14306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN PERCENT
250%
0.280.370.520.861.94.9
123298
520%
0.000.000.000.130.430.932.16.4
34
1010%
0.000.000.000.000.070.140.722.2
18
205%
0.000.000.000.000.000.000.260.819.7
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 24 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 50%
5 20%
10 10%
254%
502%
1001%
27500 47000 62700 85700 105000 127000
OKLAHOMA WEIGHTED SKEW = 0.131
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1962-84
PERIOD (CON-CCpIl
TIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
1280068703860232017201160943
520%
207001060057903590246016401350
1010%
272001390073304560292019701630
254%
372001910096005910348024102000
502%
4600023900116007010388027402280
1001%
5620029500137008210427030702580
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1962-84
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30* 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
6280 1870 977 614 459 267 168 100 55 27 9.9 2.2 0.57 0.05 0.02 0.01 0.00
378
CO -J CD
Q Z o a in
a: LJ CL Ld
104
10s
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10"
20-P
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50-P
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OC
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AR
APR
M
AY
JUN
E
JULY
AU
G
SEPT
Fig
ure
1
77
. D
ura
tio
n
hyd
rog
rap
hs
of
dai
ly
dis
char
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va
lue
s f
or
Glo
ver
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r G
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om
a,
wa
ter
years
1966-1
984 (
stre
amfl
ow
un
reg
ula
ted
).
RED RIVER BASIN
07338500 LITTLE RIVER BELOW LUKFATA CREEK NEAR IDABEL, OK
LOCATION.--Lat 33°56'28", long 94'45'30", in SE 1/4 SE 1/4 sec.14, T.7 S., R.24 E., McCurtaln County, Hydrologlc Unit 11140107, on left bank at downstream side of bridge on U.S. Highway 70 just downstream from Lukfata Creek, 5.0 ml northeast of Idabel, and at mile 103.4.
DRAINAGE AREA. 1,226 ml 2 .
PERIOD OF RECORD.--October 1946 to current year.
REMARKS.--Flow regulated since June 1969 by Pine Creek Lake, 41.9 ml upstream.
STREAMFLOW REGULATED
MONTH
MONTHLY AND ANNUAL MEAN DISCHARGES 1969-84
STAN DARD COEFFI- PERCENT
DEVIA- CIENT OF OF MEAN TION VARI- ANNUAL (CFS) (CFS) ATION RUNOFF
MAXIMUM MINIMUM (CFS) (CFS)
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYJUNEJULYAUGUSTSEPTEMBER
26407890
103003170655077306190580060401170676
6990
ANNUAL 3420
2646
14615717630452167347311925
676
81517202440146023203080224029101910283162648
1660
9732470267097416601940156015601980314183
1720
760
1.21.41.10.660.710.630.700.541.01.1 1.1 2.7
0.46
4.18.612.27.311.615.411.214.69.51.40.83.2
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1970-84
PERIOD (CONSECUTIVEDAYS)
137
14306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN PERCENT
250%
21242629355785144372
520%
1316171923304057
164
1010%
9.812141519222936
109
205%
7.59.8
11121617232479
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 16 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
5 20%
10 10%
254%
50 2%
1001%
11800 19100 29800
STATION SKEW =2.90
56300 93200 156000
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1969-84
PERIOD (CONSECUTIVEDAYS)
13715306090
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
120001100082607150569041203390
520%
1850016400117009700778056004660
1010%
26400224001490011500916065505490
254%
426003390020300139001090077306540
502%
616004640025600157001220085907310
1001%
894006370032100177001350094408080
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1969-84
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
11300 7620 5640 3930 27«0 1430 791 449 263 142 72 38 27 20 16 14 10
380
CO CD
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Q z
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50-P
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ITY
STA
TIO
N N
UM
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07338500
STR
EAM
FLO
W R
EGU
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D
B 8
0-P
ER
CE
NT
EXC
EED
AN
CE
PRO
BA
BIL
ITY
OC
T N
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D
EC
JAN
FE
B M
AR
APR
M
AY
JUN
E
JULY
AU
G
SEPT
Fig
ure
178. D
ura
tio
n
hyd
rog
rap
hs
of
dai
ly
dis
char
ge
valu
es f
or
Lit
tle
Riv
er
bel
ow
L
uk
fata
Cre
ek
nea
r Id
abel
, O
klah
om
a, w
ate
r y
ea
rs
19
76
-19
84
(str
eam
flo
w
reg
ula
ted
).
RED RIVER BASIN
07339000 MOUNTAIN FORK NEAR EAGLETOWN, OK
LOCATION.--Lat 34°02'30", long 94°37'15", in SE 1/4 SE 1/4 sec.7, T.6 S., R.26 E., McCurtaln County, Hydrologic Unit11140108, near center of span on downstream side of pier of bridge on U.S. Highway 70, 2.0 ml west of Eagletown,10.7 ml downstream from Broken Bow Dam, and at mile 8.9.
DRAINAGE AREA.--787 ml2 .
PERIOD OF RECORD.--March 1924 to December 1925, October 1929 to current year. Published as Mountain Fork River near Broken Bow 1924-25 and as Mountain Fork River near Eagletown 1929-60. Monthly discharge only for some periods, published In WSP 1311.
REMARKS.--Except for 33 ml2 Intervening area, flow completely regulated since October 1968 by Broken Bow Lake.
STREAMFLOW UNREGULATED
MONTH
MONTHLY AND ANNUAL MEAN DISCHARGES 1925, 1930-69
STAN DARD COEFFI- PERCENT
DEVIA- CIENT OF OF MEAN TION VARI- ANNUAL (CFS) (CFS) ATION RUNOFF
MAXIMUM MINIMUM (CFS) (CFS)
OCTOBERNOVEMBERDECEMBERJANUARYFEBRUARYMARCHAPRILMAYGUNEGULYAUGUSTSEPTEMBER
2790339039108000674010700820067904890246021103260
0.000.00
1516
192254167288250.970.000.00
ANNUAL 2610 359
425836134019202160210022302370807483271336
1270
62283710701990171017301830mo1050751460628
566
1.51.00.801.00.790.820.820.821.31.51.71.9
0.45
2.85.58.812.614.1
13.714.615.55.33.21.82.2
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1925, 1931-69
PERIOD(CON-
TIVEDAYS)
13714306090120183
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN
250%
2.12.43.14.58.9
244794
293
520%
0.000.000.000.000.121.78.1
23109
1010%
0.000.000.000.000.000.092.61060
PERCENT
205%
0.000.000.000.000.000.000.935.0
34
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BASED ON 40 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
2 50%
520%
10 10%
254%
50 2%
100 1%
36800 62100 80300 104000 122000 141000
OKLAHOMA WEIGHTED SKEW = -0.297
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1925, 1930-69
PERIOD (CONSECUTIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL, IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
2660017600112007170490033602750
520%
4220026400149009930697050004160
1010%
51900312001630011100799059905060
254%
63100361001730012000894071206150
502%
70600392001770012500947078806930
1001%
77500417001790012800988085707660
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1925, 1930-69
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
15500 5800 3090 2010 1440 846 549 343 201 103 42 12 2.0 0.07 0.03 0.02 0.00
382
CO oo CO
Q
Z O a CO LJ
Q_
LJ
LJ
10* 103
y 10*
o m o I 10
'LJ
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Y
........ 5
0-P
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CE
NT
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PR
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8
0-P
ER
CE
NT
EX
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ED
AN
CE
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AB
ILIT
Y
STA
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R 0
7339000
STR
EA
MFL
OW
UN
RE
GU
LATE
D
OC
T N
OV
D
EC
JAN
FE
B M
AR
APR
M
AY
JUN
E
JULY
AU
G
SEPT
Fig
ure
179. D
ura
tion h
ydro
gra
ph
s of
da
ily d
isch
arg
e v
alu
es
for
Mou
ntai
n F
ork
ne
ar E
ag
leto
wn
, O
kla
ho
ma
, w
ate
r ye
ars
1951-1
969 (s
tream
flow
un
reg
ula
ted
).
RED RIVER BASIN
07339000 MOUNTAIN FORK NEAR EAGLETOWN, OK Continued
STREAHFLOW REGULATED
MONTHLY AND ANNUAL MEAN DISCHARGES 1969-84
MONTHMAXIMUM MINIMUM (CFS) (CFS)
MEAN (CFS)
STAN DARD
DEVIA TION (CFS)
COEFFI CIENT OF VARI ATION
OCTOBERNOVEMBERDECEMBERJANUARYILLJRUARYMAHCHAPRILMAYJUNEJULYAUGUSTSEPTEMBER
ANNUAL
19704800381033602980
498056104280265015201930
2470
1875
164199292524306314288217325278
359
5079241510129015201910211019901720980798594
1320
46412701240841948999164014501350606352420
548
0.921.40.820.650.630.520.780.730.790.620.440.71
0.41
PERCENTOF
ANNUAL RUNOFF
3.25.8 9.5 8.1 9.6 12.0
10.9 6.2 5.0 3.7
100
MAGNITUDE AND PROBABILITY OF ANNUAL LOW FLOW BASED ON PERIOD OF RECORD 1970-84
PERIOD(CON-SF Pilot- V*U
TIVEDAYS)
13714306090120183
DISCHARGE, IN CFS,RECURRENCE INTERVAL
FOR INDICATED, IN YEARS, AND
NON-EXCEEDANCE PROBABILITY, IN PERCENT
2 550% 20%
96 50135 86193 127201 156241 193298 238401 300458 328595 402
1010%
305687138178222267285333
205%
183558125168212246257288
MAGNITUDE AND PROBABILITY OF INSTANTANEOUS PEAK FLOW BAStl) ON 16 YEARS OF RECORD
DISCHARGE, IN CFS, FOR INDICATED RECURRENCE INTERVAL IN YEARS, AND EXCEEDANCE PROBABILITY, IN PERCENT
250%
5 20%
10 10%
254%
50 2%
100 1%
94bO 12100 14100
STATION SKEW = 1.051
17100 19500 22200
MAGNITUDE AND PROBABILITY OF ANNUAL HIGH FLOW BASED ON PERIOD OF RECORD 1969-84
PERIOD (CONSECUTIVEDAYS)
137
15306090
DISCHARGE, IN CFS, FOR RECURRENCE INTERVAL, IN EXCEEDANCE PROBABILITY,
250%
6950653057004760376030302570
520%
8250805077406700549041903560
1010%
8790865085007420625046504000
254%
9240910090507920688050104380
INDICATED YEARS, AND IN PERCENT
502%
9470935092808130718051704570
1001%
9640955094208250739052704700
DURATION TABLE OF DAILY MEAN FLOW FOR PERIOD OF RECORD 1969-84
DISCHARGE, IN CFS, WHICH WAS EQUALED OR EXCEEDED FOR INDICATED PERCENT OF TIME
1% 5% 10% 15% 20% 30% 40% 50% 60% 70% 80% 90% 95% 98% 99% 99.5% 99.9%
7630 5330 3560 2710 2160 1420 946 646 445 298 210 152 123 78 25 12 1.1
384
1Cf
p
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0-P
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....
....
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EN
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ITY
8
0-P
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STAT
ION
NU
MB
ER
07339000
STR
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REG
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TED
104
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101
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T N
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JAN
FE
B M
AR
AP
R
MAY
JU
NE
JU
LY
AU
G
SEPT
Fig
ure
1
80
. D
ura
tio
n h
ydro
gra
ph
s of
daily
d
isch
arg
e v
alu
es
for
Mounta
in
Fo
rk
ne
ar
Eagle
tow
n,
Okl
ahom
a,
wate
r ye
ars
1
97
6-1
98
4 (
str
eam
flow
re
gu
late
d).
INDEX
Page
Alex, Washlta River at.......................... 330-331Winter Creek near............................. 328-329
Alva, Salt Fork Arkansas River near............. 32-33Anadarko, Washlta River at...................... 320-321Antlers, Klamlchl River near.................... 368-369Arcadia, Deep Fork near......................... 222-223Ardmore, Caddo Creek near....................... 342-343Arkansas City, Kans., Arkansas River at......... 26-29Arkansas River, at Arkansas City, Kans.......... 26-29
at Dan No. 13, near Van Buren, Ark............ 250-253at Ralston.................................... 42-43at Tulsa...................................... 80-83near Haskell.................................. 86-87near Huskogee................................. 148-149near Sallisaw................................ 238-239Salt Fork, at Tonkawa......................... 38-39
near Alva................................... 32-33near Cherokee............................... 34-35near 3et.................................... 36-37near Winchester............................. 30-31
Arthur City, Tex., Red River at................. 364-365Avant, Bird Creek at............................ 114-115
Baron Fork at Eldon.............................Beaver, Beaver River at.........................Beaver Creek near Waurlka.......................Beaver River, at Beaver.........................
near Fort Supply..............................near Cuymon...................................
Beggs, Deep Fork near...........................Belzonl, Klamlchl River near....................Berlin, Sandstone Creek near....................Big Cabin, Big Cabin Creek near.................Big Cabin Creek near Big Cabin..................Big Cedar, Klamlchl River near..................Bird Creek, at Avant............................
near Sperry..................................Black Bear Creek at Pawnee......................Blackwell, Chikaskla River near.................Blue, Blue River near...........................Blue Beaver Creek near Cache....................Blue River, at Mllburn..........................
near Blue.....................................Boise City, Cimarron River above Ute Creek near. Bridgeport, Canadian River at...................Buffalo, Cimarron River near....................Buffalo Creek near Lovedale.....................Burkburnett, Tex., Red River near...............
Cache, Blue Beaver Creek near...................Caddo Creek near Ardmore........................Calvin, Canadian River at.......................Canadian River, at Bridgeport...................
at Calvin.....................................near Noble....................................near Whltefleld...............................
Candy Creek near Wolco..........................Caney, Clear Boggy Creek near...................Caney Creek, near Copan.........................Caney River, near Hulah.........................
near Ochelata.................................near Ramona...................................
Canton, North Canadian River at.................Carl, Elm Fork of North Fork Red River near.....Carnegie, Washita River at......................Carter, North Fork Red River near...............Cherokee, Salt Fork Arkansas River near.........Cheyenne, Sandstone Creek near..................
Washlta River near............................Chikaskia River near Blackwell..................Chouteau, Neosho River near.....................Cimarron River, above Ute Creek, near Boise City
at Man ford....................................at Ollton.....................................at Perkins....................................near Buffalo..................................near Dover....................................near Forgan...................................near Cuthrie..................................near Kenton...................................near Mocane...................................near Waynoka..................................
Claremore, Verdigris River near.................Clear Boggy Creek near Caney....................Clear Creek near Elmwood........................
156-157 192-193 286-287 192-193 196-197 188-189 226-229 370-371 298-299 136-137 136-137 366-367 114-115 120-121 44-45 40-41
356-357 280-281 354-355 356-357
50-51 162-165
56-57 58-59
274-275
280-281342-343182-185162-165182-185166-167232-235116-117360-363
98-9994-97
104-105108-109206-209262-263310-313256-257
34-35300-301294-29740-41
140-14150-5178-7976-7772-7356-5766-6752-5368-6948-4954-5560-61
110-113360-363194-195
Cleveland, Ranch Creek at Cleveland Dam near. Clinton, Washlta River near..................Cobb Creek, near Eakly.......................
near Fort Cobb.............................Colbert, Red River near......................Coldwater Creek near Hardesty................Commerce, Neosho River near..................Copan, Caney Creek near......................
Little Caney River below Cotton Creek near. Council Creek near Stlllwater................Courtney, Mud Creek near.....................
De Kalb, Tex., Red River near................Deep Fork, near Arcadia......................
near Beggs.................................near Dewar.................................
Deep Red Run near Randlett...................Denlson, Tex., Red River at Denlson Dam near. Dewar, Deep Fork near........................Dickson, Washlta River near..................Double Creek Subwatershed No. 5 near Ramona.. Dover, Cimarron River near...................Drummond, Turkey Creek near..................Dry Creek near Kendrick......................Duncan, Little Beaver Creek near.............
Eagletown, Mountain Fork near...............Eakly, Cobb Creek near......................East Cache Creek near Walters...............El Reno, North Canadian River near..........Eldon, Baron Fork at........................Elk Creek near Hobart.......................Elk River near Tiff City, Ho................Elm Fork of North Fork Red River, near Carl,
near Mangum...............................Elmwood, Clear Creek near...................
Fargo, Wolf Creek near Fargo................Farrls, Muddy Boggy Creek near..............Flint Creek near Kansas.....................Forgan, Cimarron River near.................Fort Cobb, Cobb Creek near..................Fort Gibson, Neosho River below Fort Gibson
Lake near.................................Fort Supply, Beaver River near..............
Wolf Creek near...........................Foss, Washita River near....................Fourche Maline near Red Oak.................
Gaines Creek near Krebs............Gainesvllle, Tex., Red River near.. Glover Creek near Glover...........Glover, Glover Creek near..........Gore, Illinois River near..........Gracemont, Sugar Creek near........Granite, North Fork Red River near. Grove, Neosho River near...........Guthrie, Cimarron River near.......Guymon, Beaver River near..........
Hackett, Ark., Dames Fork near.................Hammon, Washlta River near.....................Hardesty, Coldwater Creek near.................Harrah, North Canadian River near..............Haskell, Arkansas River near...................Headrick, North Fork Red River near............Heyburn, Polecat Creek below Heyburn Lake near. Hobart, Elk Creek near.........................Hominy Creek near Skiatook.....................Hoover, Wildhorse Creek near...................Hulah, Caney River near........................
Idabel, Little River below Lukfata Creek near. Illinois River, near Core.....................
near Tahlequah..............................near Watts..................................
Inola, Verdigris River near...................
Dames Fork near Hackett, Ark.......3et, Salt Fork Arkansas River near.
Kansas, Flint Creek near.... Kendrick, Dry Creek near.... Kenton, Cimarron River near.
Page
46-47 306-309 314-315 316-319 350-353 190-191 124-12798-99
100-10174-75
290-291
372-373 222-223 226-229 230-231 282-283 348-349 230-231 344-347 106-107 66-67 64-65
224-225 284-285
382-385 314-315 276-279 210-213 156-157 266-267 130-131 262-263 264-265 194-195
198-199 358-359 152-153
52-53 316-319
146-147 196-197 200-201 304-305 240-243
186-187 292-293 378-379 378-379 158-161 322-323 258-259 132-133 68-69
188-189
248-249 302-303 190-191 218-219
86-87 268-269
84-85 266-267 118-119 340-341
94-97
380-381 158-161 154-155 150-151 122-123
248-249 36-37
152-153224-225
48-49
386
INDEX
Page
Kiamichi River, near Antlers.................... 368-369near Belzonl.................................. 370-371near Big Cedar................................ 366-367
Krebs, Calnes Creek near........................ 186-187
Langley, Neosho River near......................Lenapah, Verdigris River near...................Little Beaver Creek near Duncan.................Little Caney River below Cotton Creek near Copan Little River, below Lake Thunderbird, near Norman
near Sasakwa..................................near Tecumseh.................................
Little River, below Lukfata Creek, near Idabel..near Wrlght City..............................
Little Washlta River near Ninnekah..............Lovedale, Buffalo Creek near....................Lovell, Skeleton Creek near.....................Lugert, North Fork Red River below Altus Dam
near..........................................
Manford, Clmarron River at.....................Mangum, Elm Fork of North Fork Red River near..
Salt Fork Red River at.......................Maysvllle, Rush Creek near.....................Milburn, Blue River at.........................Mocane, Clmarron River near....................Mountain Fork near Eagletown ..................Mountain Park, West Otter Creek at Snyder Lake
near.......................................Mud Creek near Courtney........................Muddy Boggy Creek near Farris..................Muskogee, Arkansas River near..................
Neosho River, below Fort Cibson Lake, nearFort Cibson................................
near Chouteau................................near Commerce................................near Grove...................................near Langley.................................near Wagoner.................................
Ninnekah, Little Washlta River near............Noble, North Canadian River near...............Norman, Little River below Lake Thunderbird
near.......................................North Canadian River, at Canton................
at Woodward..................................below Lake Overholser, near Oklahoma City....near El Reno.................................near Harrah..................................near Oklahoma City...........................near Selling.................................near Wetumka.................................
North Fork Red River, below Altus Dam, near Lugert.....................................
near Carter..................................near Granite.................................near Headrlck................................Elm Fork of, near Carl.......................
near Mangum................................
Ochelata, Caney River near.....................Oil ton, Clmarron River at......................Okeene, Salt Creek near........................Okesa, Sand Creek at...........................Oklahoma City, North Canadian River below Lake
Overholser near............................North Canadian River near....................
Oologah, Verdigris River near..................
Pauls Valley, Washita River near..............Pawnee, Black Bear Creek at...................Perkins, Cimarron River at....................Polecat Creek below Heyburn Lake near Heyburn. Poteau River near Wister......................Pryor Creek near Pryor........................Pryor, Pryor Creek near ......................Purcell, Walnut Creek at......................Purdy, Rush Creek at..........................
134-13588-91
284-285100-101170-173178-181174-177380-381374-377324-32758-5970-71
260
78-79264-265
254338-339 354-35554-55
382-385
270-273 290-291 358-359 148-149
146-147 140-141 124-127 132-133 134-135 144-145 324-327 166-167
170-173 206-209 202-203 214-215 210-213 218-219 216-217 204-205 220-221
260256-257 258-259 268-269 262-263 264-265
104-105 76-77 62-63
102-103
214-215216-217
92-93
332-33544-4572-7384-85
244-247142-143142-143168-169336-337
Quapaw, Spring River near....................... 128-129
Ralston, Arkansas River at.....................Ranch Creek at Cleveland Dam near Cleveland..., Ramona, Caney River near.......................
Double Creek Subwatershed No.5 near..........
42-4346-47
108-109106-107
Page
Randlett, Deep Red Run near..................... 282-283Red Oak, Fourohe Mallne near.................... 240-243Red River, at Arthur City, Tex.................. 364-365
at Den1son Dam, near Denison, Tex............. 348-349near Burkburnett, Tex......................... 274-275near Colbert.................................. 350-353near De Kalb, Tex............................. 372-373near Gainesvllle, Tex......................... 292-293near Terral................................... 288-289North Fork, below Altus Dam, near Lugert...... 260
near Carter................................. 256-257near Granite................................ 258-259near Headriok............................... 268-269Elm Fork of, near Carl...................... 262-263
near Mangum............................... 264-265Salt Fork, at Mangum.......................... 254
Rush Creek, at Purdy............................ 336-337near Maysville................................ 338-339
Salllsaw, Arkansas River near................... 238-239Sallisaw Creek near........................... 236-237
Salllsaw Creek near Sallisaw.................... 236-237Salt Creek near Okeene.......................... 62-63Salt Fork Arkansas River, at Tonkawa............ 38-39
near Alva..................................... 32-33near Cherokee................................. 34-35near Oet...................................... 36-37near Winchester............................... 30-31
Salt Fork Red River at Mangum................... 254Sand Creek at Okesa............................. 102-103Sandstone Creek, near Berlin.................... 298-299
near Cheyenne................................. 300-301Sasakwa, Little River near...................... 178-181Selling, North Canadian River near.............. 204-205Skeleton Creek near Lovell...................... 70-71Sklatook, Hominy Creek near..................... 118-119Spavinaw Creek near Sycamore.................... 138-139Sperry, Bird Creek near......................... 120-121Spring River near Quapaw........................ 128-129Stlllwater, Council Creek near.................. 74-75Sugar Creek near Gracemont...................... 322-323Sycamore, Spavinaw Creek near................... 138-139
Tahlequah, Illinois River near.................. 154-155Tecumseh, Little River near..................... 174-177Terral, Red River near.......................... 288-289Tiff City, Mo., Elk River near.................. 130-131Tonkawa, Salt Fork Arkansas River at............ 38-39Tulsa, Arkansas River at........................ 80-83Turkey Creek near Drummond...................... 64-65
Van Buren, Ark., Arkansas River at Dam No. 13 near 250-253Verdigris River, near Claremore................. 110-113
near Inola.................................... 122-123near Lenapah.................................. 68-91near Oologah.................................. 92-93
Wagoner, Neosho River near...................... 144-145Walnut Creek at Purcell......................... 168-169Walters, East Cache Creek near.................. 276-279Washita River, at Alex.......................... 330-331
at Anadarko................................... 320-321at Carnegie................................... 310-313near Cheyenne................................. 294-297near Clinton.................................. 306-309near Dickson.................................. 344-347near Foss..................................... 304-305near Mammon................................... 302-303near Pauls Valley............................. 332-335
Watts, Illinois River near...................... 150-151Waurika, Beaver Creek near...................... 286-287Waynoka, Cimarron River near.................... 60-61West Otter Creek at Snyder Lake near
Mountain Park................................. 270-273Wetumka, North Canadian near.................... 220-221Whitefleld, Canadian River near................. 232-235Wildhorse Creek near Hoover..................... 340-341Winchester, Salt Fork Arkansas River near....... 30-31Winter Creek near Alex.......................... 328-329Wister, Poteau River near....................... 244-247Wolco, Candy Creek near......................... 116-117Wolf Creek, near Fargo.......................... 198-199
near Fort Supply.............................. 200-201Woodward, North Canadian River at............... 202-203Wright City, Little River near.................. 374-377
387
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