Report E0052
(ChinsaFuji-a3l Pro vilcial
ICighwNva,y ProjectEA Category A
Envlronmiental Impact Statem-Ent2 of 6September 1992
This report has been prepared by the Borrower or its Consultant
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.~~~~~~~~.
- .~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~-
s.=J
Sktd NhP of ILoation of Fth -Xian
4~~~~~~~~~~~~~~~~~M f .Xw irs -E!e
...-. R. 'StIK
i A X <iq;~0 2 40 60KIo tewjc
\- 7 XX T49Xtvr.~~~~~~~~~~~~~~~~~~~
\ \-w [f) tj >fiMFbse~~~~~~~~~w *
t~~~~~~~~~~~~b first Ihe-s.
0 20 *0 60 lan . t _of thle poect
rt .n Vlow nr Q|aLksIm-a-X;n So tiurt Ftwi-w-w
Ti,iv:tn CmnaiLyFJvJ or tui! Yiprr;s., In _ _ "M 1L
,'~~~~~~~~~~~~~~~~~~~~~~~~S
Nf N. )!:nl1 II;iINj : .1jir XiINIS Twowl i
_.1~~~~~~~~~~~~~~~~~~~~~~~~~~~~~m ruw jm .- 1-
I -~~~~~I R-
t..g),,,I,,- L4'-. '..X '' \ C
I~~ . . .. - . ~.___....._,...-- - - ..... .. ....
I~~~~*. .. . -. . - . ........ , . .... ..
owue! gW ! 1' 1 :m . I .
!lh~ - -. -t ./. J.v:
>1~~~~f
j .w,j ULij~~~r'I ~~ ~ t~~i~vi~.j ~~ ii ~~ ~..Y %,'fI11 3U\A4 jfX- j. /l Jl .I . I ! ' O'
t 3 /I;':i'3 >,'1!-l *\ v K:'I,) *
I i.ju~ JI 1I..: i_v>zz l? \*o -'! l,,, ,tt. tps! ;Xl
: -,, :t'lalJ':&o i8 'j l ? , 8 l;!.1 §;,t,(,.A\ ......... %~~~~~~~~~~~~~~~~~~~~~~~~~~~~
Technulol iiaml Procm
* I
I Feasibility Study II ,
I--
I Cowilation of the Outline forE1A I A Z r
w g , I Kodifloation II Review of the Outline for EIA I 'J
1~~~~ I
I Natural Enviroment I I Lomliznd llteo- I I Kbnitoring of I I Enineering I I EcologialI I Public I!&Social Enviroment I Ilogicl Observa- 1 IStatus quo of I I Job I IEnvironment I IPartici-I
SWuvY I Ition I I Environment I I AmlYis I I Survey I Ipotion
hseen o l.PJ:cto IL fiatJ 1 ,.
VII , '- ' I II ctin I I ,i o I I gI IEtblishnent oflhetid Ibdels I I II-
I |ilatioI I l t
I I I ' II. I . I
II hsnintof EIPredIction I I l4odfiomtian II
I I I~~ ~ . I
I I Pollution Abatement Conter lres I j
1 Review
I bdiizatin I I Wsiani of EIARets 1-1 .- p
…--.-I. I Rero I
I .Suh.isian of ElAlwrt ~I - *-
.Tqimn Couity
w~~~~~~~~~~~ -
EFnd of thi.;
M~~Fi 2a :c!,a%han T;r.nel - I
<~~~~~~~~~~~~~ \i~m' J _6., ,;,;
A \ > }~~~~~~~~~~~~~ vX --.C ie
. ~ ~~~~~~~~~~~~~~~ V \ii i,si,s'F ;iS[
l _-
N I ~~ AX1,~~~~~~~~~~~~~~~~--
way8
NZ~~
LucalLion or Air '-nitorirt, 9SthLjcija of ;!nzbou--Xiai*-n Expi-iSS:.Y
T',ng' an Cun Ly
Pt1.r,ut.l bire Bridge .-_Z -x5gŽj;!SiFun Lare Brie
40 '1~~~~ - 6A
X XiacYi;;gl ing I "n& Tunel
N t! i. Lan-;i Br [
-I, . I<_ ; S *-.4s.,, I./ L *1
-~~~~~~~~~~~~~~~~~~~~~6
'.r-.,le 1 : '5!viAriliz) L cu'/ t~~~~~~~~C'
t~~~~~~~ u1.nmen t of
F)uzIhou-XiM..wn 1E,xprcssvay ,i zs
*wr.7:E.lFuzhnu-Xiamen Ilig'3Cit.y iJ:'C
.3 'I uinlIilCit
Chenrzhou/ -W' A. -'-i't) /CiZ; ch (!if3 d i'; > @ an 9 YcOuangqiao /ciz;i | ian , . tN.*ti:it ; Point
Vu~~~ i4 I Iin
Sbtniian ~ ~ ~ ~ ~ ~ ~ ~ ~~~~1h Sat-ii sOn
LAfxRd
E7_ .;..,. Inerhi.j
Al LnLiVmpe l ir:.3ng f.'m ; l .I T .2, r.;nnel t, TC sa. -:
\/ ;1<^; L.f!!1 l \ 8~ ~ ~ ~~L.Een
/ In '--(]ii .n J
L:irt_e Sridge " Air Ms$nil"crin sLIi.
_- I zr n *..Link R-- . - .- - . .d
I_ _ :_ -}--- ---r--
End of Xl.j rI-;i-mveY
~~j7i~~j
.~~~~~~~~~~~~~~~~~~~~~r R( } t . . ' 0 t t.t'..-:gjg.. ' U '
\,~~~ ~ ~ ~~~~~~~~~~~~~~~~~ A, (I!
J\ i
/ fSt,,/ / } ~~~~.i ' _I-, } 7-i.
X; .:i;:!:l C i ;
ML(9
1!moil.rinis Stations of liOise and Vibration of
Quflnzhou-XinaL,n So:tion Exprnssway or Fuzhoui-Xiaren Highway
Tong'an County
PiuI;u Large Bridge (iz
.';-i:';cj : 1 i1 yL J /0 f.h.un 1: L J
hO;;'t,\'t4 Aiif2 t 1.j z7 EC} X ( u F:hou-Xiarsmn !l
-t-Y>-~~~~~~ ~ ~~~~~~~~~~~~ .7 .o<: ; s9J*_ j,viW Ma n t-l;|''-' '~\/'!''{ t; Xi; lyintglills Tunnel
;' -- - \-~_._----vr&/ L. 6 A g fiO=-h.%~;i;:: .a : 10 TwineI Xi,t!i L;g.u sr,g -id,.;e
>~~~~~ 4 IQ::. * .;%;fli!ol!bi [a \2 *-°!ttl301v;Jt | I.XM*ss
I~#J i Y.i;flhII.IAII(fr--;' j'S - o * Sit ,e,S iL
I -- Tuml- Su Lo-' ;.n(o-~~~~ '.- NA / *,[1 -
K- ,'' .- 'v 7 "1 ,
%;:alo 1 ' 1C'Q()
DI < , Ali.gnouflL o f .'
FuArlu-Xia-mn Express.'iny
Fuzhou-Xia,.en 1! ichway Qua zhou C;l'R
.'.;lJy~~~~~~~~~~~~unzo /i I.y \'I)kn Li
GlJ-.nGqi:}- Chn/o /i.o 1l~ 74/; X ] ai]bZ ,_
\~~~ The.,o -! ! 1 g> l2]g || . e 'e;a h;;r IK'tf,>< Xly ......... ...... I s:r1.4i07.. s.
*- ZJ crZ'A- I ,, E lI ;L 4W '\ Dapisngshlan Tru;nnl - "
/lI.Žikt±ng *<,m1 W.LSS. Pr'n.hou lSariEe d,i ;3e r..- !
Gljanaq i:30 JIiri*N o:w
- V30iliw;SW Ii -- !
L _____~~~~~~~~~~ rF L d
I --hou .L .r-.,-,; I
I i...:R-Iad
I I E:.:presw~~~~~aiy Intercl;r..'nn
lE~~~~~~~~~~~~j! I~~~~~~V In% -Al L.:r:&atte A'r :Lt - (:1 ty, ;;;: . -I -- _ _ Villa h-; :y :T! i I I :ge
~~ r Tiurme. 1 4t'a!Iur I Ln2 **L
-|I - - Link tJ *. riLn kg Sc-, *f I; -r, I,iL| i|r- .. r;;te &|lsi ;h<%; ;'.;-a;r.!tn
Diafrhbution dis.in of tumpleth of M iutm'tvuima deneitir
F3. 12 in Guahomu-*wadwiu section or O.ndwu-Ximmen u'PIeinin In 2005
kagle of tienoao[isrnbeeween wind direction and tin agm gImvY: 900Vlnd velocitys 2.5 /at' St.bilItm: Clim 13 Cwadi,ate: (25io25e
1010 1317 1515 1413 1311 10 U U"? 6 5 4 3 2 1 O y/x
0
2
3
4
*6
7
* 11
0 ~~~~~~~~~~~12* ~~~~~~~13
a ~~~~~~~~~~~~~~~~~~~~~14
17
192D
21 -
22
23
2425
I ~~~~~~~~27
Dlstrliutlon dim. of isoPleth of OD Ilst.tm dai ty In -a.u, nl_ setio of _m Xi_m-Xlm. um vav is 2005
All le of the Iroi btm wind directin sd thu enpre.su: gIO0* Urid veloity:. 2.5 Ws; St.b}lit": Clm Ds Co rdim.t:(25w2)
p , _ . _ .. - . _ --- .
o 19 IS 17 16 15 4 13 12 1t X0 * * 7 6 5 4 3 2 t e ¶ /
i-~~~ . 17
a
.23
4
5
Vbid direction 910
1 1
Ut:lmgl1 X
1213r
14o C ~~~~~~~~~~~~~~~~~~~~~15
C ~~~~~~~~~16I ~~~~~~~~~17
19
2D ~ ~ ~ ~ .
21
22
23
24
25
_ _ _ _ _ _ _ _ _ _ ii:~~~~~~~~~~~~~~~~20~ ~ ~~~~~~~~~~~~~~~~~~2
Distribution dilwa of isapleth of M i _nstuitmn denityIn uw ction of Oluhou-XMamn ewumaw in 2005
Angle of tbe wmmiw betwu wmind direction ad the amwas _y: 90Wind velocity: 2.5 a:.1 StmbilItau: Clm B: Coordle: (25u.250
EU tg 18 17 1*1S 14 -13 12 'I10 5 5 7 * 5 4 3 2 1 0
5~~~~~~~w 11217 ! 15
7
16
17
1 '~~~~~~~~~9
i27
Unitom/moA. L
Distribution dir. of imopleth of CO lnstuta,su dusity l rIn Puli-lhxiang section of ;moir-Xiaen ernsw in 2005
Fiu.-9 Awle of X crouswing btemn wind direction and the exprssa: 90'Vind velocity: 2.5 a/h; Stbliltas: Clas D; Crgminte: (25.0)
2D 19 15 17 16 15 14 13 12 11 10 9 a 7 6 5 A 3 2 t O YI
_._~~~ 3 2 1 OY/ IL!2
3
4
5
6
Vind direction 10i., 11
12
13
3 ~~~~~14
on ~~~~~~~16ci
CP ~~~~~~1718
20
ci ~~~~~~~~~21 -
22
23
24
25
26
Unit: (mOIm3
a5* Monitoring Suction In Xlxi River In Tons'an County Fig.8
Tonga
Qlftou
Shixun
. < '26 Long3lexi
xi No.l ; X/ 5 l ~~~~~~~~L4ongjledong
.Bantlan/ Vater Omliti Sewtonft of b\Large Rrid*_
Xi No.2~~~~~ ExpresavmyDaitou.
_ _F
r,S I
Honitoring Section In Jluxl Rlwor In Nan'an Co,mty :l'Fig.7 _Han' n County
'HelzenzhusngN aEE
IIayun Shanling
*1An No. I
aEE L L.end A\ t Anhal Township
. '^ I ~~~~~~*m4 V ater QmIJt Swctimd
Suitou Township I Lame Brkdse
ao tqJ - gisghay
_ - ~~~~~~~~~~~~ ~~Anhal
X! m
Monitoring Section in JinJimna Rive ad Nuiqi Caol | Fig. 6
)<Icity
A* xiLIJo
l~~~~~~~~~~~~~~~~~~Jnif R 1t /lrS. Z~~~~~~iahi
Qianahi
Chidlan Tonhip
t o
X Isq .!41 b t ; F--
D:nixs,shan Tuinnple
(l}.Nk J-at~~~~~~~~~~~ gjjj -rY
-!-! i;vD ;essyfL s Qe
X -g \ti^ jSl,3 U ku ,ishan 11)
,~~, ~N~
. ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~~~~~~~.I
L~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~.. I,
Samplina Spots of Soil and Plant of
Quarizhluu-X iamen StA:1itun Exprirssway of FUZbou-X smon Higihway
Tmg'an County
Ne Pl i;e
Pulou l.arze Bridse)
tCC ei / Iff LAaX K-;k gsh:ixun Urg;e Bridlue
in ~~ o8ftgX -,^_,5 A\ /
; 4 < <hlss4~~~~~'A X i 30 1si -,F 'runnce0 -; tlt AU l /\' t)ri(; , .
\ /1t a1
)/'- in g FU 3 \
iti:: ;XiAxi T1111X-ii r j \unnel
I,^E Ca \ X ~~~~~~~~~~~~~~Sut:uo,
A~ i:~ ~ Sh:U,Iun Tunnevl -a~i re r.
/ I eu 29't-UC0A.0< _-_/ \ /~~~~' V Y A \_/ // ';Z /~A J,
\~~~~~~~~~~~'~ j U
Scale 1: 2 ___I)
Fis 15
A ii-n.nt of
Q, A ~ *Fuzhu-Xiwen Express-ay
Fuzhou-Xiamren High way 11am,hou Ci ty
"'98Y ~ ~ c'4~Chronzhou 0/~i' iu~ j 3L1"Ir4,qia § /hidi~n 1CizaL A040O an
ZLI I J jg I i e Starting roint
f : = S:S ~~~~~~~~~t14 , of SciecztOd Exprcss mY
' I:.sng \-\ijz,i I2-z !::.zo Tunnel 3~zJelo I.in.c Road
..~~~~~~~~~~Lt't. ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ zecc
vheiatl ~ ~~ ~ ~~~~~~~~~ .r-c/\
1 Exprcussw.Y 3) I fltJer.>t 6' g
t I - - *Ait'tratiVe .&iign: nt:l $ Cil.y,COU fltY, O'r "'hi'' I HiEh'.ay o Vi1a!;ge
, L'-- ;1e !'id,i..;e 0 S., i: 5 i..-. A.. ,'s,.*fl.t.>
*~~~~~~~~ 0"3 -Tt.e Plan1t s !, S;c.i:t ...flLk _od __ _T__ ___a _
jK..X . c. -. Lr iij * R
The Criteria for Evaluation Adopted fwr -X Section of F-X Epresswx y
Table t-l
Factors In the orswn t Scope of appl iction Criteria for Evaluation RerimClmification Factors unit .CGrade Fetching time Standard values _
0.15100 metres from the road sidc 3 any tim0
_____ ~~~~~0.30NOX 5/* .a 0.30 GB 3095-82
others 2 daily average 0.10any time 0.15
10 metres from the roadsi * 3
CO *S _ any tie 20.00 G CB 3095-82
Atiowem othems 2 idally average 4.00so tim 10.00
.~~~~0 so0100 mters from the road side 3 t l _ 0.50
: T.S.P g/ anv time 1.50 CB 3095-82
others 2 daily average 0.30any tle 1.00
Pb 1 /O 200 meter from the road side = daily average 0.0015 _ B 7355-87
.Hydro- 100 meters form the road side any time Stnd ot_ _ _ _ _ _ _ _ _ _ w rbo /a ' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 5.00 S v e n o
Vter qiulity adJacent rivers Dl GB 3838-88
.600-22:00 70Noise Leq di(A) on both sides of the traffic arteries GB 3096-8222:00-6:00 55
6:00-22:00 75Vibration VIZ dB the entire route :00:00 __ 72_ CB 10070-
_______ ____ ___________________ 22:00-6:00 72
m .~~~~~r
Ihe} Overal I utLICn On the Fnvirnnt for I-X Sation or the Fjgrawy
Table l-ZInfluencinh I Stancdrd of Canstruction *lmse Opemtlon phwRrks
factas csarison favomable adverse favourble adv'e
I .Noile lwct C8 3IGC-82
I.Si(b or the rpmadhi y_ -l -3
2.Sida of Existing dcrae of vehicle stF-X hihnw _ -2 _ __
R.Atmephere luat 3095-82
I.Side of the ProposedEw=em
IV--2
2.Side of the Existing dewe.m of vehicle streomF-X Hihwbe ___
CD.Hc +2
13P +1
a.ivloical Eaiirunt the sutus qw _
I.Sid or the proposedhiush p _ _ __ _ __ _ _ __ _ _
Aicultuml cros -I Pb Pollution
Vild animis painng no areas in which0 0 vild animas live
Terrin nd TopouraphicFe atures__ _ _ _ _ _ *__ _ _ __ _ _ _ 1 __ _ _ _ _ _ _ _ _ _ _
2.Side of the existingF-X _hiabw _ _ _ _ __ __ _ _ _ _ _ _ _ _
Aricultural craps .1 deras of pb pution
gild anisls passing no awss in which_________ o ~ ~~~~ wild aniuls live
Terrin aid TopograhicFeaftures __ _ _ _ _ __ _ _ _ 0
IV.Trusport the state qw
Traffic Cacity . .3Tmffic infety _2
Fnerg saving *2
Traffic an both sides of sepaation of people'sthe hisin _1_ couictions on both sides
V.Social eanomiCstucuire
Reettlesent -2
FQloynt ___ .Comrce *1
onoxmc development _ _ 42
W.La= .Z e convenient for trffic to.2 senic spts
U.Vaster resources_
.0 lit -Iainirse -1 -I _ _ __ _ _
.Total __ _ _ _ _ -9' O22 _ _ _ _ _ _ _ _ _ _
Th Futumr or at row Wind Field along the iwrsmw
Tabl 3-2-2
Wind fifold I wind velocit.y I Prevall,rw Vind Direction I Frequoy at Prevailinh Vind Direction II Freuemy of Vind Velocity belov 0.3 m4's I I1To Ih'nr'm AnlianiwglGuQnrhoulITons'.i I man'mnlIJJnJiulamI Quzhtau ITau'.n Ionu'a, IinJi.[otn JI azhu I Torw'mI Ihn'anIJinjiuag I uwmmu I
I 12.1 l1.8 4.0 13.8BIB I i IiHE I N Il5 13 131 1 5 1 241 I It 14 I
I 2 12.1 il.8 14.1 1 3.7 1 I EIiNOlI ECI 1BI 19 1 2 1 27125 1 21I111I I
3 1 2.1 1 2.0 13.9 13.7iF. I INgi. Ihl I8115 1 291 23 1 71 21 14 1 t6 I
4 I2.1 1 2.0 1 3.6 1 3.3 I 2 I R MRE I EM 1 14 I 14 I 2D I IS I 28 I 24 1 14 I is
I 5 2.0 12.1 I 3.5 I 3.0 I E I E I WE I ENE 1 15 I 13 I i 17 I 28 I 23 23 ii I 19
6 12.0 12.3 13.5i12.7 1 I SI KYI SS I28 1 12 1271 17 128 121 1101I 19 I
I 2.5 12.8 I 3.9 1 3.0 I S I S I SSV I SSY I 23 I 14 1 31 I 20 I 23 I 18 1 9 I 15
8 I 2.2 1 2.3 I 3.3 I 2.5 I S I H I SSV I SSV I 29 I 8 1 17 I 9 I 28 21 1 14 I 19 I
I 9 I2.2 1 2.4 I 3.5 I 3.4 1 H I NE I EV I 11 I 20 I 19 I 15 I 25 I 20 I lu I 12 II I f-I-f-f ~i ii-ff-- 4 I--t f--- * -.---- -4
10 12.4 12.3 14.4 14.4 1 I iEI iEI IEI20 1I6i129 1 24 120 1181I51I 7I I-~~~~ ~~i-i i i t +- f- 2 f-----i --- i- --- iII I 2.4 1 2.2 I 4.5 I 4.3 1 E I I HE W. IlI 21 I 14 I 29 I 23 I 21 I 20 I 6 I 6
12 1 2.2 11.8 14.2 14.11 E I EI NEI IENEI 14 11112 7 125 124125 1 9 I tO
Basic conitiLon of the cities ard cunties slam the routeTable 3-3-1 5tistic dhta or 1900)
Les Liand Population a1tional Total Qutput Total Oitpt TotalI Out Total it:A FWuInd w whidc: GrainPopu- GW Value. Of InJ*stry Va LE oa Value Of, Value of Rut-._________Int lation Am Diesity Inco s nid wicu ltare ln&atzi Awicuatze Ftterprise Am lrrianted td Nomirrizateai lad Obtwtianti COw 100 Hill- 1010 Miii- l.00
hues zPerson OF Pesans/1I Ion Yamn Ion Yuan 10.000 Ytpn 10.000 Yum 10.000 yTun 10.000 Yu 10.00W1 10.000 iA 10.000 lb TMtldchnDistrIct 48.55 529.4 917 11.32 9.01 142936 137124 5812 51028 12.14 8.41 3.73 7.15
(n- JlinJiar Gmty 91.04 642.5 1417 13.71 12.01 18UI.° 16765 2005 16940 38.93 13.41 25.52 _ 15.5Han'sn Conty 132.0 1985.3 665 11.83 7.63 g0585 . 591 23994 M13 4U.21 33.28 12.0 253Toru'an Couty 51.55 932.1 553 7.41 6.05 55865 37777 17888 35234 34.34 18.B2 15.71 16.12
Xim- District nrmn .Jw liiction 60.31 518.6 1163 41.54 38.53 657100 643850 13250 24914 18.49 10.95 75.3 60.5of the City I________ ___ I
HoteaThe total value of Intistry nd Agrlculture,the total outPUt value of Irnitry .the total value or Aricultre and thetotal output value of rural entrIses ae calculated on the bsis of the rixed Price of 1980. the farmland ar ethe statistic dta of 1988.
MOiLorirs Results or Air Statti qwo
Table 3-4-3
la~irsI&mltorliwgI HWler I i,utantaneoqResult IDiAvrRej Stinfhrd for I of SampleI I I tfoseta
Sit I actualIlIy I Dariaty rafge ItOverprof I Overwriro RBtati Density rwme I Avers balue lvri wr ooflruproor rastio i Iand No. IPNrowaIlfetdedl1 ("3h) 1 Nuaber I .lh I~i~ lImib I I uinnt I
IO IN 20 10.010- 0.05110 I 0 I 0.016-0.038 0.028 10 I 0 Ii i F G 4- +i a309-82 II T.S.PI1 5 I 1 0.028-0.120 I 0.073 1 0 I 0 I
I CO I 10 10.25-1.34 10 I 0I 0.30-0.91 1 0.5!1 0 I 0 I
I I I I I I I I I ~~~~~~~~~~~~~~~~~~~~~~~~I Staahrdoferaim II DE I 10 10.88-4.18 10 I 0 I Soviet kniim I
I Pb I15 I 1 / I 0.40x 10"4- 1.1 t0-'0.75 x 104 0 I 0 I I355-87 I
h C 120 I0.005~-0.032I1 0 I 0 I 0.010-0.022 1 0.014 1 0 I 0 I I+ -4 + *1 4 ~ ~ ~ ~~~~~ ~~~~~~~~~ ~~i i . - i B3095-82 I
IT.S.P I 5 0.014-0.098 I 0.034 10 I 0 I IZN I 4+++ 0I- ClIls1 I
C O l IC 0.38-0.681 0 I 0 I 0.44-0.53 I 0.47 1 0 I 0II
I I I I I I I I I ~~~~~~~~~~~~~~~~~~~~~~~~~~~~I Stanird or fomriIIt la 1 1.21-4.25 1 0 I 0 I - Soviet Union I
I Pb I 5 1 1 0.42xIO0'-1.3AIO-' 0.86x't0' I 0 I 0 I 17355-87 I
3W IIIX 1 20 10.005-0.0381 0 I 0 I 0.010-0.030 I 0.020 1 0 I 0 GB13005-82 I
Hotan IT.S.PI 5 I / I / I / . 0.026-0.088 I 0.048 I 0 I aCiinii1 I4 2 -t --- -- - -i
40 I Ox I 20 10.009-0.087 10 I .0 D .022- 0. 051 I 0.034 1 0 I 0 1 3B095-82 I
Luntou IT.S.P I 5 I / 1 0.045-0.143 I 0. 089 1 I 0 I ClasII I
'To be ,mLirap"I)
iOdLorins ResulLa of Air Status qwo
(Continu*d Table 3-4-3)
I eintrw I i&toritw I iwuber i instanumnemq Remit IDeaIly Averag Result ISianfr-d o II I ~~~~I of Samlel T IIiiximmia I
iSit. I actually I Dem I ty mniwe lvrr I Overproof twf Ratio I Demsity rmfge Averaen Value love-Prof rtoverrwof ratio Iaund No. I Prowm I retcded I af(~ INtbr II (fha I (.flh) I roer I I I mm I
I HOx I 20 1 0.004-0.0261 0 1 0 I 0.004-0.025 I 0.013 1 0 I 0 IF F i + i- I A i F - I (B3095-82 I
I ~~I T.S.PI I 0.00-0.Il0 o .o87 ID 0 I I S i I FFI i I Clss11 I 1031I C tO 0.34-0.48 10 1 0 .1 0.38-0.47 I 0.4! 1 0 I 0 1
I Pul I I I I F II I II I II I I I I StaaichrdorforwerII ~~~~If I t 10.44-1.081 0 I 0 I-I I I -I Soviet Union I
I ~~~I Pb I 5 I / I / I / 0. 9x 10--4.Ox 10-'1 I 1.53x 10-4 I 0 I 0 I GB7355-87 I
I Of II )x 1 20 10.004-0.027 10 I 0 I 0.006-0.018 1 0.012 tO I 0 I GB309582 I
I VulIiris I T.S.P 1 5 I I / 1 0.017-0.133 I 0.071 1 0 1 0 I CIinll IFF-F i + 0 F -I---------I I 1x 20 1 0.005-0.035 10 I 0 .009-0.025 I 0.017 I 0 I 0 I 1 F IF i F -t.- ----- Fi *F -- i GB3095-82 II I T.S.P I 5 I / / I I O.070-0.i955 I 0.149 ID I 0 I
I 70 1 -- I I + I I a1I I Claw 1 II 1031I C 1010.31-0.65 10 I 0 I 0.35-0.63 I 0.52 1 0 I 0 I I
I XInindl F-- IF+-F- -I- ---- I-----F---II I I I I I I I I I ~~~~~~~~~~~~~~~~~~~~~~~~~~I St.aniddofforwlm
I I'flE~T 1 10 0.04-3.70 10 I 0 I-I - I -- I SovieL Union I
* I Pb I 5 I 1 0.50x 10-4-1.3x10,"1I 0. $OX10"4 Ii 0 I (37355-87 I
I ~~I Ex 1 20 I 0.004-0.0321 0 I 0 I 0.012-0.022 1 0.015 1 0 1 0 I I F~ ~ ~ F I I F ---- F ---- --- I iOB3M-8z II ~~I T.S.P IS I 5 0.082-0.111 I 0.09 I10 I 0 I I
I 1031~~C tO 10.27-0.47 10 I 0 I 0.28-0.44 I 0.35 10 0 0I Vuliao -- F-- -+ - I-F ----- 4 - 1 -- I-I -- -AIIn vanEIouI I I I I I I I ISt.aachrd ofr rwrr
I I ¶1K Ini 10 I10.58-1.74 1 0 I a I SovietLiUion I
I I ~~~Pb I 5 I / 0. 55ElJ-,,-I. KIJxll-' I 0.89xI0' I 0 I 0 1 G37355-87 I
go9 I& 1O 20 I O. 004~-0.021 I 0 I 0 I 0.007-0.010 I 0.012 I 0 I 0 I (3309-82 IIYuIang F I F- I----+ --- 1---- --- IF I I I
I VilIue I T.S.PI 5 I / 1 0.21-0.093 I 0.057 1 0 I 0 I Cint!1 IL. .1 1. J _ _____ ___ 1 __ _____ ____ ____ ____ ____ ____ _____ __ JL-- - - - - -- - - - - -...
Disttribution of CO Desity in Xifu-heahou Section of Uabxu - Xiaen Fressvay in 200 (Crdinate: 25in251
Table 4-1-5 Included Angle of Wind Direction: 90D ,Wld Velocity: 2.5 rns, Stabilitas: Clm 0 .Dnit: m/m 3
20 19 18 17 16 15 14 13 12 1 1 10 9 8 7 B 5 4 3 2 1 0 v/x
0.054 0.058 0.061 0.065 0.070 0.075 0.082 0.089 0.098 0.109 0.122 0.139 0.161 0.189 0.223 0.245 00.072 0.076 0.082 0.087 0.094 0.102 0.110 0.120 0.132 0.145 0.161 0.179 0.198 0.219 0.241 0.249 10.0.82 0.087 0.092 0.098 0.105 0.112 0.120 0.129 0.140 0.152 0.165 0.191 0.199 0.219 0.241 0.249 .20.087 0.091 0.096 0.102 0.108 0.114 0.122 0.131 0.141 0.152 0.16b 0.181 0.199 0.219 0.241 0.249 2
0.088 0.092 0.097 0.102 0.108 0.115 0.122 0.131 0.141 0.152 0.165 0.181 0.199 0.219 0.241 0.249 3
0.088 0.093 0.097 0.102 0.108 0.115 0.122 0.131 0.141 0.152 0.165 0.181 0.199 0.219 0.241 0.249 4
0.088 0.093 0.097 0.102 0.108 0.115 0.122 0.131 0.141 0.152 0.165 0.181 0.199 0.219 0.241 0.249 6
0.088 0.093 0.097 0.102 0.108 0.115 0.122 0.131 0.141 0.152 0.165 0.181 0.199 0.219 0.241 0.249 7
0.088 0.093 0.097 0.102 0.108 0.115 0.122 0.131 0.141 0.152 0.165 0.181 0.199 0.219 0.241 0.249 8
0.088 0.093 0.097 0.102 0.108 0.115 0.122 0.131 0.141 0.152 0.165 0.181 0.199 0.219 0.241 0.249 9
0.088 0.093 0.097 0.102 0.108 0.115 0.122 0.131 0.141 0.152 0.166 0.181 0.199 0.219 0.241 0.249 91
.088 0.093 0.097 0.102 0.108 0.115 0.122 0.131 0.141 0.152 0.165 0.181 0.199 0.219 0.241 0.249 11
0.088 0.093 0.097 0.102 0.108 0.115 0.122 0.131 0.141 0.152 0.165 0.181 0.199 0.219 0.241 0.249 12
0.088 0.093 0.097 0.102 0.108 0.115 0.122 0.131 0.141 0.152 0.185 0.181 0.199 0.219 0.241 0.249 WlndDIrtion 13
0.088 0.093 0.097 0.102 0.108 0.115 0.122 0.131 0.141 0.152 0.165 0.181 0.199 0.219 0.241 0.249 W _ _ 14
0.088 0.093 0.097 0.102 0.108 0.115 0.122 0.131 0.141 0.152 0.166 0.181 0.199 0.219 0.2.41 0.249 15
0.088 0.093 0.097 0.102 0.108 0.115 0.122 0.131 0.141 0.152 0.165 0.181 0.199 0.219 0.241 0.249 16
0.088 0.093 0.097 0.102 0.108 0.115 0.122 0.131 0.141 0.152 0.165 0.181 0.199 0.219 0.241 0.249 I 17.
0.088 0.093 0.097 0.102 0.108 0.115 0.122 0.131 0.141 0.152 0.165 0181 0.199 0.219 0.241 0.249 f 18
0.088 0.093 0.097 0.102 0.108 0.115 0.122 0.131 0.141 0.152 0.165 0.181 0.199 0.219 0.241 0.249 19
0.088 0.093 0.097 0.102 0.108 0.115 0.122 0.131 0.141 0.152 0.165 0181 0.199 0.219 0.241 0.249 20
0.088 0.093 0.097 0.102 0.108 0.115 0.122 0.131 0.141 0.152 0.165 0.181 0.199 0.219 0.241 0.249 21
0.088 0.093 0.097 0.102 0.108 0.115 0.122 0.131 0.141 0.152 0.165 0.181 0.199 0.219 0.241 0.249 22
0.088 0.092 0.097 0.102 0.108 0.115 0.122 0.131 0.141 0.152 0.165 0.181 0.199 0.219 0.241 0.249 23
0.087 0.091 0.096 0.102 0.108 0.114 0.122 0.131 0.141 0.152 0.165 0181 0.199 0.219 0.241 0.249 24
0.082 0.087 0.092 0.098 0.105 0.112 0.120 0.129 0.140 0.152 0.165 0.181 0.199 0.219 0.241 0.249 25
0.072 0.076 0.082 0.087 0.094 0.102 0.110 0.120 0.132 0.145 0.161 0179 0.198 0.219 0.241 0.249 26
0.054 0.058 0.061 0.065 0.070 0.075 0.082 0.089 0.098 0.109 0.122 0.139. 0.161 0.189 0.223 0.245 _ 27
1 a.@ i ' '~~~~~~~~~~~~~~~~~~~i
Distribution of Co Denisity in Xifu-0vd:ou Section of Cb.idou- Xiain Bpresseay in 200 (Coodinat: Zm* O
Table 4-1-6 Included &wle of Vind Direction' 90 11ind Veloclt: 2.5 W/s. Stabilitas: Class B Unit: mg/ m3
20 19 18. 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 0 y/X
0.023 0.025 0.027 0.029 0.032 0.036 0.040 0.045 0.051 0.058 0.064 0.066 0.050 0.013 00.028 0.031 0.034 0.038 0.042 0.047 0.053 0.060 0.069 0.078 0.086 0.085 0.082 0.013 10.033 0.036 0.040 0.044 0.048 0.054 0.081 0.088 0.078 0.085 0.090 0.087 0.062 0.013 20.036 0.039 0.043 0.047 0.052 0057 0.084 0.071 0.078 0.086 0.091 0.087 0.062 0.013 30.038 0.041 0.045 0.049 0.053 0.059 0.065 0.071 0.078 0.086 0.091 0.087 0.062 0.013 . 40.039 0.042 0.046 0.049 0.054 0.059 0.085 0.071 0.079 0.086 0.091 0.087 0.062 0.013 60.039 0.042 0.046 0.050 0.054 0.0'9 0.085 0.071 0.079 0.086 0.091 0.087 0.082 0.013 60.040 0.043 0.040 0.050 0.054 0.059 0.065 0.071 0.079 0.088 0.091 0.087 0062 0.013 70.040 0.043 0.048 0.050 0.054 0.059 0.085 0.071 0.079 0.088 0.091 0.087 0.062 0.013 80.040 0.043 0.040 0.050 0.054 0.059 0.085 0.071 0.079 0.088 0.091 0.087 0.082 0.013 90.040 0.043 0.048 0.050 0.054 0.059 0.065 0.071 0.079 0.088 0.091 0.087 0.082 0.01 3 100.040 0.043 0.046 0.050 0.054 0.059 0.065 0.071 0.079 0.086 0.091 0.087 0.082 0.013. 110.040 0.043 0.046 0.050 0.054 0.059 0.065 0.071 0.079 0.086 0.091 0.087 0.062 0.013 Vind Diretion 120.040 0.043 0.046 0.060 0.054 0.059 0.065 0.071 0.079 0.088 0.091 0.087 0.062 0.013 130.040 0.043 0.040 0.050 0.054 0.059 0.65 0.071 0.079 0.088 0.091 0.087 0.082 0.013 4 _ 0.040 0.043 0.048 0.050 0.054 0.069 0.065 0.071 0.079 0.088 0.091 0.087 0.062 0.013 140.040 0.043 0.040 0.050 0.054 0.059 0.065 0.071 0.079 0.086 0.091 0.087 0.082 0.013 160.040 0.043 0.046 0.050 0.054 0.069 0.065 0.071 0.079 0.086 0.091 0.087 0.062 0.013 170.040 0.043 0.046 0.050 0.054 0.059 0.065 0.071 0.079 0.088 0.091 0.087 0.082 0.013 180.040 0.043 0.046 0.050 0.054 0.059 0.065 0.071 0.079 0.088 0.091 0.087 0.062 0.013 190.040 0.043 0.048 0.050 0.054 0.059 0.085 O.071 0.079 0.088 0.091 0.087 0.OB2 0.013 200.039 0.042 0.046 0.050 0.054 0.059 0.065 0.071 0.079 0.086 0.091 0.087 0.062 0.013 210.039 0.042 0.046 0.049 0.054 0.059 0.065 0.071 0.079 0.086 0.091 0.087 0.082 0.013 220.038 0.041 0.045 0.049 0.053 0.059 0.065 0.071 0.078 0.036 0.091 0.087 0.062 0.013 230.038 0.039 0.043 0.047 0.053 0.057 0.004 0.071 0.078 0.086 0.091 0.087 0.062 0.013 240.033 0.036 0.040 0.044 0.048 0.054 0.061 0.068 0.076 0.0865 0.090 0.087 0.082 0.013 240.028 0.031 0.034 0.038 0.042 0.047 0.053 0.060 0.089 0.078 0.085 0.085 0.062 0.013 28
Distribution of CO Density in Xifu--him Section of Oumn-Xiamner BpRressway In 2005 l 2
Table 4-1-7 included Angle of Vind Direction, 90 .Vind Velocity: 2.5 r/s, Stabilitmas Class D Unit mg/ rn3
20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 0 V/x
0.043 0.046 0.048 0.051 0.054 0.057 0.061 0.064 0.067 0.069 0.069 0.002 0.044 0.013 00.058 0.061 0.065 0.069 0.073 0.077 0.082 0.086 0.08 0.089 0.085 0.072 0.047 0.013 10.065 0.069 0.072 0.076 0.079 0.083 0.086 0.089 0.091 0.090 0.085 0.072 0.047 0.013 20.068 0.071 0.074 0.077 0.081 0.084 0.087 0.089 0.091 0.090 0.085 0.072 0.047 0.013 30.069 0.071 0.074 0.077 0.081 0.084 0.087 0.089 0.091 0.090 0.085 0.072 0.047 0.013 40.069 0.071 0.074 0.077 0.081 0.084 0.087 0.089 0.091 0.090 0.085 0.072 0.047 0.013 50.069 0.071 0.074 0.077 0.081 0.084 0.087 0.089 0.091 0.090 0.085 0.072 0.047 0.013 60.069 0.071 0.074 0.077 0.081 0.084 0.087 0.089 0.091 0.090 0.085 0.072 0.047 0.013 70.069 0.071 0.074 0.077 0.081 0.084 0.087 0.089 0.091 0.090 0.085 0.072 0.047 0.013 80.069 0.071 0.074 0.077 0.081 0.084 0.087 0.089 0.091 0.090 0.085 0.072 0.047 0.013 90.069 0.071 0.074 0.077 0.081 0.084 0.087 0.089 0.091 0.090 0.085 0.072 0.047 0.013 100.069 0.071 0.074 0.077 0.081 0.084 0.087 0.089 0.091 0.090 0.085 0.072 0.047 0.013 110.069 0.071 0.074 0.077 0.081 0.084 0.087 0.089 0.091 0.090 0.085 0.072 0.047 0.013 120.069 0.071 0.074 0.077 0.081 0.084 0.087 0.089 0.091 0.090 0.085 0.072 0.047 0.013 'dind Direction 130.069 0.071 0.074 0.077 0.081 0.084 0.0a7 0.089 0.091 0.090 0.085 0.072 0.047 0.013 ' 5 _ 140.069 0.071 0.074 0.077 0.081 0.084 0.087 0.089 0.091 0.090 0.085 0.072 0.047 0.013 150.069 0.071 0.074 0.077 0.081 0.084 0.087 0.089 0.091 0.090 0.085 0.072 0.047 0.013 160.069 0.071 0.074 0.077 0.081 0.084 0.087 0.089 0.091 0.090 0.0865 0.072 0.047 0.013 I 170.069 0.071 0.074 0.077 0.081 0.084 0.087 0.089 0.091 0.090 0.085 0.072 0.047 0.013 | 180.009 0.071 0.074 0.077 0.081 0.084 0.087 0.089 0.091 0.090 0.085 0.072 0.047 0.013 s90.069 0.071 0.074 0.077 0.081 0.084 0.087 0.089 0.091 0.090 0.085 0.072 0.047 0.013 200.069 0.071 0.074 0077 0.081 0.084 0.087 0.089 0.091 0.090 0.085 0.072 0.047 0.013 210.069 0.071 0.074 0.077 0.081 0.084 0.087 0.089 0.091 0.090 0.085 0.072 0.047 0.013 220.069 0.071 0.074 0.077 0.081 0.084 0.087 0.089 0.091 0.090 0.085 0.072 0.047 0.013 230.068 0.071 0.074 0.077 0.081 0.084 0.087 0.089 0.091 0.090 0.085' 0.072 0.047 0.013 240.065 0.069 0.072 0.076 0.079 0.083 0.086 0.089 0.091 0.090 0.085 0.072 0.047 0.013 250.058 0.061 0.065 0.069 0.073 0.077 0.082 0.086 0.088 0.089 0.085 0.072 0.047 0.013 260.043 0.046 0.048 0.051 0.054 0.057 0.061 0.064 0.067 0.069 0.059 0.062 0.047 0.013 27
*~ ~ ~~~~~~
Ui.w iLutLiN or mi mrnsiLy in Pull---I4xianz Section of Oanziu- XiYan ExprqswaY in 2W035 Ui,rdlMnte: 2,t25w)
Table 4-1-8 Iulutud Angeo or Wind Dirention: 90. sVind Velocity: 2.5 Vs Stibillitm Cl1ms E Unit: mg/M 3
20 19 18 17 16 16 14 13 12 11 10 9 8 7 6 6 4 3 2 1 0 y/x0.059 0.081 0.063 0.084 0.066 0.07 0.068 0.068 0.088 0.01 0.053 0.041 0.023 0.005 00.080 0.082 0.084 0.086 0.088 0.088 0.088 0.085 0.080 0.072 0.060 0.044 0.023 0.006 10.086 0.088 0.089 0.090 0.091 0.091 0.089 0.086 0.081 0.073 0.060 0.044 0.023 0.005 20.087 0.089 0.090 0.091 0.091 0.091 0.089 0.088 0.081 0.073 0.060 0.044 0.023 0.005 30.087 0.089 0.090 0.091 0.091 0.091 0.089 0.086 0.081 0.073 0.080 0.044 0.023 0.006 40.087 0.089 0.090 0.091 0.091 0.091 0.089 0.086 0.081 0.073 0.060 0.044 0.023 0.006 50.087 0.089 0.090 0.091 0.091 0.091 0.089 0.086 0.081 0.073 0.060 0.044 0.023 0.006 80.087 0.089 0.090 0.091 0.091 0.091 0.089 0.086 0.081 0.073 0.060 0.044 0.023 0.00D 70.087 0.089 0.090 0.091 0.091 0.091 0.089 0.086 0.081 0.073 0.060 0.044 0.023 0.005 80.087 0.089 0.090 0.091 0.091 0.091 0.089 0.086 0.081 0.073 0.060 0.044 0.023 0.005 90.087 0.089 0.090 0.091 0.091 0.091 0.089 0.086 0.081 0.073 0.060 0.044 0.023 0.006 100.087 0.089 0.090 0.091 0.091 0.091 0.089 0.086 0.081 0.073 0.060 0.044 0.023 0.005 110.087 0.089 0.090 0.091 0.091 0.091 0.089 0.086 0.081 0.073 0.000 0.044 0.023 0.005 120.087 0.089 0.090 0.091 0.091 0.091 0.089 0.086 0.081 0.073 0.060 0.044 0.023 0.005 Wind Direction 130.087 0.089 0.090 0.091 0.091 0.091 0.089 0.086 0.081 0.073 0.060 0.044 0.023 0.005 _ _ 140.087 0.089 0.090 0.091 0.091 0.091 0.089 0.086 0.081 0.073 0.080 0.044 0.023 0.005 150.087 0.089 0.090 0.091 0.091 0.091 0.089 0.086 0.081 0.073 0.060 0.044 0.023 0.005 160.087 0.089 0.090 0.091 0.091 0.091 0.089 0.08 0.081 0.073 0.060 0.044 0.023 0.005 I 170.087 0.089 0.090 0.091 0.091 0.091 0.089 0.086 0.081 0.073 0.080 0.044 0.023 0.005 180.087 0.089 0.090 0.091 0.091 0.091 0.089 0.086 0.081 0.073 0.060 0.044 0.023 0.005 190.087 0.089 0.090 0.091 0.091 0.091 0.089 0.086 0.081 0.073 0.060 0.044 0.023 0.005 200.087 0.089 0.090 0.091 0.091 0.091 0.089 0.086 0.081 0.073 0.060 0.044 0.023 0.005 210.087 0.089 0.090 0.091 0.091 0.091 0.089 0.086 0.081 0.073 0.00 0.044 0.023 0.005 220.087 0.089 0.090 0.091 0.091 0.091 0.089 0.086 0.081 0.073 0.060 0.044 0.023 0.005 230.087 0.089 0.090 0.091 0.091 0.091 0.089 0.086 0.081 0.073 0.060 0.044 0.023 0.005 240.08B 0.088 0.089 0.090 0.091 0.091 0.089 0.086 0.081 0.073 0.060 0.044 0.023 0.005 250.080 0.082 0.084 0.086 0.088 0.088 0.088 0.085 0.080 0.072 0.060 0.044 0.023 0.005 260.059 0.061 0.083 0.054 0.066 0.067 0.067 0.068 0.066 0.061 0.053 0.044 0.023 0.005 27
S:ale of emstrition and Temnical Criteria
Table 2-1K I * Ir
I \ Classl XifutmJ - I Tiana - Jimi link I Vul n-Shediin Link II \ I Guenlintouamian) I road I Road II \ I (espresw in flat I (class I mutoonly I (ClsIHidy in II Item I and lighting terain) I hidhw in Flat Terrain) I Flat Terrain ) II I I II lenth of route I I II ow) I 81.10 1 7.57 1 6.28 1I I . I II Desimn speed 1 1I a./h) 1 120 1 100 1 80 1
I SuwadeVidth I I II (in) I 26.0 1 24.5 1 12.0 1
iof whidc: I IICarriuewa ) y I 2x7.5 I 2x7.5 I 9
I Nhdiu Strip ) 1 4.5 ()ividing strip 1 3.0 (Dividing strip I |I I indiu mrb) I .ediutarb) I I
I Shoulders I 1 1! Oa) 1 2x3.25 1 2x3.25 1 2x1.5 1
I _ I I I Pveunt Types I Hiway IUHigRimy wade Hishway ade I
I Bride desisn I Truckwpe 20 I Tru-suer 20 I Truck 20 1I LWds I Trailer 120 ! Trailer 120 I Trailer IO D
I Ttunels I Twin-Bwrrel I Twin-Barrel I Single-Barel I
I Traffic Ensineer I Toll station.Adbinis- I Necessary safety ad I Necessary safety II -ing.Safety and I tration Building.Cor- Iservices facilities I and services II services facili- I umicatimn Is$allat- I I facilities II ties to be set I ion,Safety and serviceI I II up I Facilities I I Ip . p
--- - - --- - ---- --- - ---- ---- -- -- -- --- -- -- -- -- -- -- - -
S S | =S | 3 | b | | | § | /~~~~ol 5
.~ ~ ~t I | j 8,X84 gzW1 -631t1S
_ _ _ _ _ _ . . _ __ _ _ _ _ _ - _ . __ _ _ _ _ _ _ _ _ __ _ - r_ _ _ _ _ ;
____i_ ._ o_ __" o n_ _s_ _|CDf
CD R EE" ____ _ ._ 5 _ i 8 8w w __ ____eV
[---t~~~~~~~C 0 STw TeT<-V"T=- _ .~~~~~~ _ __ -_ -_ - -m __ -8 - - - - -___[
___ __ .__ N __ E_ __. _°____ __ ___ ____ g en
- _ __ ._ __ - - - l_ -4 ___ -_ _ - - - -
Trend of Hiahw Tranuport Growth in Direct Influenme Area of 1an?hot-Xiaien Bprusw
aIble 2-3
I Item I Unit 1 195 1 2000 1 2005 1 20101 2015 1
. I Poiulation I 10000 ooperons 1 569.33 I 613.94 I 548.28 1 680.31 1 712.54 11 1 1 7 * I 7*7I UNP IRlBVIOOmillionI 106.25 1 160.42 1 232.06 1 309.36 I 409.94 1
I Total InAstrial& I I I I I I II sricultural Owut Value I RIBVIOO million 1 236.12 1 427.08 I 683.68 1 982.74 I 1358.3 1
I National Imrn I RIh100 million 1 83.59 1 133.82 1 193.06 1 262.04 1 350.04 1F i*---I----i iI Per Capita Ntial Ine I RNBV 11468.22 ! 2179.69 12978.03 13851.77 14912.57 1I I i I -I ti I I II I Voliie I 10000 t 1 470 1 783 1 11419 1 155241 2062 1I Freist I I I I I II I Turnover I 10000 t-m 1 379486 1 691081 11114246 11611101 12239218 1
, . * . . . .I I Valume Ir10000 pes I 10411 1 15095 1 20154 1 25662 1 32132 1
J Iaswns -I 1 1 1 1II I Turve I 10000 pesms-km 1 3677 1 545956 1 .744549 1 97191 11233975 1
Suwy of Natioral Eeonic Befit of Quenn=-Xiann Fxpressw
(Unit: RIBV: 10000) Table 2-4
I Yer I 1998 1 2000 1 2005 1 2010 1 2015 1Ifleefit I 1 1 1 1I
iCot Saving due to 1 1I Enhned Highnw Class 1 1084.21 113479.491 22930.94 1 33690.99 1 46991.941
I~~~ . .* I I I Cost Saving due to I I I I I II SErtened Trasot Distance 14992.56 1 6086.66 110089.68 114838.891 20891.741
I Benefit from Inbheed Traffic I 10.65 1 205.50 1 841.27 11245.34 1 1596.62 1
I Tim Saving Value of P _amr I I I I I II and Caro Transpotation 1 12354.841 1916.03 14058.52 1 6989.11 I 11457.171
I Cost Savir due to Re ed I I I I I II Traffic Atcidents 1 649.46 1 790.96 11284.61 11810.84 1 279.96 1I I I I i I IIlBenefit froaConestionon m 1 1 1 II Existing Road efdued 1 .61.66 -1 4363.53 16112.51 16710.15 17215.94 1
Tota . 21 1 1 2I - 37 1 Total 1 21909.38 1 26842. 17 1 45317.52 1 65285.32 1 90633.37 1
1[1I I: Fi~~~~~~~~~fi~c
8~~~~~~~~~r
rL rL rL FL R- r -
co E al al I ~ ~ ~ ~ . a.C
~~~~ - - - - - - --
I~ ~ ~ ~~~t I
c n-
I -J -
SuIry of Land Aequisition
Table 2-9
I Item I ?jrTes and ()antities of Land to be Acquited I
I I - I I I .- iTotl I
IZoe|Irr F lted Fwmnd I Dr7 Fa Land I S9dry Land I Inxmtain Forest Land I River Net=r I Pond I Vesetable Fa I Reloated LadW I
ILldIn District of 1mnh 1 528 I 510 1 41 1 75 1 41 1 101 I 16S 1 1371I 'I' - - -t -- I I 4 IJInia city. I 988 1452 1 24 1 155 4 U 1 2 1 1 53 2743
| | | . I t l 1~~~~~I[ -- I 1 * *Ilmn'an coaty 618 1 842 1 1 342 I 7 1 38 1 24 1 IF. 1 1938
ITr'an County I 1538 I 781 I 10 I 288 1 31 1 88 1 55 1 25 2814
I Alu District of Xlasn I 516 1 749 1 54 1 11 I 18 1 3 1 8 1 25 I 1384
I . * I . I 4- I I IXinuIn Distrlct af Xlun 1 28 1 300 1. I 151 I m B
I Thbtl 4216 1 4834 1 129 1 871 I 142 11681 87 1 340 110687I I A ______________ £ .L I .L............~ _______________
Cowen.tlon for Land Acquisition of Quanzhou-Xiaen Fxpressviy and Link Roo&
Table 2-10
* I I Calulated I Xifu-Omnlinto I Tlancwo-Jiei I Vwlln-SWId1an II ItemUitI t I t I _ I I , I
I int Prioa ltItG t tibul Pmm IntI t II atitYI Put III I I I I (IR ) 1 1 (1 ) I
Iost forland I I I I I I I1Aisuleition 18000 (Ymw) 10587 1 84.6 1 521 1 415.8 1 225 1 204 II. I I I I I-- t- IIrrlmtedFa Lan I O 8000(Yw) I 4233 388.4 1 326 1 280.8 1 75 1 6.64 1I. I I I I I -- t- -1 I Dry Fam Land NW800(Yuwn I 34 1 3154.4 1 147 I 117.6 I 128 I 63.2 1I. -U-*----800 --- I2-1 I. 3 1- 1 1 I
: ISwkLnd I8000(Yan/)I 2s111 I1g28.8 I 48 I 38.4 1 54 1 43.2 1* _ _ _ _ _ _ _ _ _ __ - -_ _- 1._ _ _ _ L _ _ _ _ _ _ _ _ _
The Whin NMteorolaulal Feturis along the Route
Table 3-2-1
INstearolasicl1J I II Factor I Unit I lmnu I Jinjiang I n'an I Toe'an I Xiam II . I .1 I I IlTme ost frequnt I I I I I I II wind direction I I EE I E I C.E I C.E I NE I
'IhVmxia mwind I I I I I I II frewec IX 1 18 1 21 1 21.8 1 23.3 1 15 1I.F w i I-I I I I IIIrequmneof windl I welocity below I X 1 13.8 1 10.3 1 21.8 1 23.3 1 110.3.s 1 I I I I I II. I- -I Avera wind vel- I I 1 1 1 1 Ilacity Ia/s 1 3.5 1 3.9 1 2.2 1 2.2 I 3.1 1I* *- * * * t t I At h prs-I I I I I I II mm I db 1 1012.0 I 1012.5 I 1010.0 1 1013.0 1 1007.0 1
I.~~~~ I- . . . - .I Precipitation I * 1 1170.0 1 1090.8 1 1478.2 1 1403.6 1 1094 1I I I . I 1 1-1+ I Avree airtew- I I I I I I II eratu 20.7 1 20.4 1 20.9 1 21.0 1 20.8 1
I Geral clodiner I 1 6.5 1 6.4 I 6.6 1 6.7 1 7.0 1
I tlcloudiness I 1 4.5 1 4.6 1 4.9 1 4.5 1 4.7 1a | I s | | t__ ____
Status of hinfall along the Ecpreaaw
Table 3-2-3 Unit: -
I \Plaoes I Precipitation I The him Daily Precipitation I
IStatus of \ i Ir_lainfll8 \ I I I I I I I I
I Non I Tong'an I han'an I Jlinuia I Imrhou I Ta,'an I Nan'an I Jinjiang I Cunihou II~~~~ ,- , , *- I . I
I 1 40.4 1 47.3 1 37.9 1 38.2 1 47.9 1 53.2 1 53.7 1 53.6 I
1 2 167.1 1 54.1 1 49.1 1 70. 1 54.1 1 32.9 1 48.3 1 81.8 II *---- I I .- + *-- .-. I
3 1 87.9 1105.7 1 87.4 1 89.1 1 67.1 1 72.2 1 60.6 1 59.5 1I . .- . . . .- . .I 4 1 128.3 1117.8 1 118.3 1 129.4 1 116.5 1 86.8 1 125.9 1 296.1 1
5 1 189.6 1202.6 1 151.1 1 151.0 1 140.2 1182.4 1 117.0 1 9B.6 I
I 6 1 280.6 11301.3 1207.51 24.8 I 16L2.2 205.8 I 189.5 1 149.6 I-iI{I
I I I I- I I
I 7 - 195.9 I180.7 I 121.2 I 138.2 1I 217.1 I 1U8.3 I 2M.8 I 219.0 I
8 I 204.2 1 230.8 1 155.1 1 167.0 1 117.4 1 178.4 1 133.1 188.0 1I I -I I f I -- i I
9 1 144.9 1119.6 1 81.5 1 88.1 1 232.1 1186.1 1 132.3 I 99.0 I
i 10 1 39.9 1 59.6 1 30.P 1 .9 1 91.1 1 97.91 98.2 1 71.1 I;I - 1 1-I--I I II
11 I 26.5 1 38.5 1 28.5 1 27.4 1 46.1 1 74.3 1 0.3 1 89.6 II I I I I I I 1 1 11.12 1 27.1I131.91 20.9I1 2.91 45.6I144.1I138.9 1 31.7 1___________________ . . . . .
b-6~~~~~~~~~~~~~~~~~~~~~~~~~~-
.. 6~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~s
: .:-, r00
_. _1 _ _ _. _ r _ _ _ _1 _ 9
- - - - - - - ° - - - - -- -
-I. _ * X e *~
.1 1 1 411 1 12 0 12 1- 1 1~ 1 .U
- -- --- -- N- - - U-- ! ------ -.30 -- - . [!*--
%3 ND 02W 03 @0 00 0
-02 - -- - -2 N - -2 I- -. - - 4 - -- - --Ia
~PP PP P- P P PP P
_t _2 _ _4 _2 0 _2 _ _4 _ _2 _ _ 8
_4 _2 _2 _2 _2 02 02 02 02 _2 __
Conditions of the Sections of the EBpssa in Comties /Districts
Table 3-3-2I ~ ~ ~ ~~I , . I
I Stuting point I Length I Adinstrative I Iatural II Road Sections I & Twrinal I Ob) I Villm(nos) I Villue(no) IIt . . II Licin Road Section I o m I 9.6 1 8 1 9 1
1 Jiniaff Road Swtion I Liushi-sh Liu 1 22.55 1 24 1 32 1I I . I* IImIbn'. I I I I Road sction I Puli iika I 12.85 1 5 1 18 II . I I I Tang'wa I Xiaoyinglin I 1 1 I Rod Swction I Liu Tiag 1 27.25 I 19 1 28 1
| | ~ ~ ~ I I Jiii and Xinglin I Dorpu- I I I II Ibd Section I Guanlintou I 8.85 1 8 1 ll II . f I I Total 1 81.10 1 64 1 98 1I . _ _ _ I .
mhe conditions of Population and Fariland in Eah Section along the xpresw
_Table 3-3-3' . , _ , , .~~ ~ ~~ I 1
I Population I Farland I Irrigated I Nonirrigat qI Per Capita II Road Sections I rsmon) I () I Land(u) I Land() I FarmlandiWperson) I
ILidcen Section I 7256 1 2942 1 2647 1 294 1 0.40 1
I Jiniang Section I 2542 1 12337 I 7402 1 4535 I 0.48I I I * I -II Ibn'an Section 1 10840 1 4119 1 2205 1 1853 1 0.38 1I 1 1,- I II Tongan Section I 18090 1OM4159 1 6423 1 17735 1 0.88
I Jinei ad Xinglin Section 1 6500 1 7150 1 2288 1 4882 1 1.1 1
I Total 1 68118 1 40707 1 21025 1 15875 1 ./ II . . .
.
The Struture of Avicultum.ForeFtry,.Hlh. .Sideline Production and Fishery along the Route
(Unit: 10t000 Yimn) Table 3-3-5
briculture Forestry Husbanch Sideline FisherySections (0araing Indstr) Prodction Total
Lichen Section 874 / 51.9 10.4 3.8 940
Jiniars Section 4500 142.4 220.6 72 4935
Nman' Section 374 73.9 148 241 1.64 838
Tong'an Setion 202 7.18 744 55.8 687 3505
Jimel and Xinglin Section 540 1.1 259 162 Z7 990
Total 8301 82.1 1345 689 791 11208
The Prodction Canditions of Indbtry and eiaclture in the Sections alons the Route(1991)
Table 3-3-4
Total Output Value Outut Value Output Value Share of IndustryRoad Swctions of Industry and of Asricalturre of indstry in the total
Asricultume output value(10.000 Yuen) (10.000 mu) (10.000 ma (W)
Lichen Setion 3479 940 2539 72
Jiniang Section 16735 4935 11800 70
Nan'an Section n B 53 83869 86
Ton'an Section 4340 3505 835 19
Jiwi and Xinglin Section 1198 990 208 17
-~~
Status of Puriculture Production In the Sections along the Route
Table 3-3-6
I Plants & Crops I Rice I Suearcane I Sveetpotatoes I Peanut I LoAnan I Fish Vater Aqculture II~~~ ~~~~~ .--- f-- I- I--- * I
IArea Annual I Area I Annual rke I Annusl Area I Afual I kea I Annual I kwre I Annual IoIutput I Ioutput I I output I I output I I output I I otput I
ISectldns I G u) I (10.000 JIn) I (au) I (Ton) I (ma) I (10.000 Jln) I (ma) I (10.000 JJn) I (.0 I (10.000 Jin) I (mC) I CFan) I
I Llched Section 1 2647 1 489.8 1 I / 1154 1 53.9 1/I / 1 78 1 45.6 1 42 1.67 1.~ ~ ~~ -.- -f- .- .- . 4 .1
IJlnlaw Sectlon 1 7402 1 1184.3 1 54B 111715 1 3450 1 1380 1 2870 1 93.4 1 304 1 19.8 1 345 1 13.8 1I I I I -I4 -f- I f- I- I 4 1I1Rb'is Section 1 2205 1 362.4 1 648 1 5512 1741 1 296.4 1 463 1 20.8 1. 42 1 5.2 1 235 1 7.52 1
F ~I I I- I -I. IIt I -I I I I1I Tol'sn Section 164231 1027.6 I 8188 152598 1716 1 250 1850 1 22.7 1480 1 384 1 364 I 16.39 1I I I I----I-- [- f- 1 4 1 I Ji[ and XilrIln Swction I 2288 1 411.8 1 3889 121778 1243 1 97 1729 1 29.1 1 115 1 71.8 1 321 1 12.8 1I . I I 3- -.771 f-I f 4 1I Total 121025 1 3475.7 111271 1 91ff03 152591 2077 145121 168 1 10171 528.8 1 13D7 1 52.1 1I .__ _ _ _ _ _ _ _ _ _ _ . . . . . . . . I~' _ _ _ _ _ _ . . . _ _ _ _ _ _ L _ _ _ _
Traflfitfat the Observation Stations alons the existing Road in 190
Table 3-3-7
I I AIre. Just outside IShuanIken Dayin I Neicuo I Are just outside IProvincial Road II Obseration Station I Ouanzhou proper I ouanzhou I Nan'an I Toni'an I Tong'an County proper I No.205 Jimi II I . I -1 I - 1-*-I II Site I 193K.100 1 201K+400 I 223K+100 I 247K+400I 2M400 1 428K+800 1I *I I .. - I. 1- -- I- I II SmxIl truck 1 1450 1 327 1 1043 827 798 1 884 1I I I I I I I IIlediuswaized trucklI 1968 1 1575 1 1619 1 2400 1 2183 1 1471 1I *- I II Larse truck 1 409 1 309 11052 1881 1038 1 843 1-- 1I .- I I* I I I II Sol bus I 4248 1 3202 12072 117691 2334 1 2483 1
I larsea bus 1334 1 484 O M33 1 725 1 1022 I *8w I*I + - -I- * I I *
I Tractor-trai ler 1 328 1 259 1317 13621 338 1490 I
ITotal vehicles 9733 16158 16738 16 41 7691 1 1018 1
ISmll tractor 1 1928 1 81 1 1377 1 717 1 1174 I 709 1I_ I -- 1--- 1 -- I I I I- IIdiua and LareI I I I I II tractor 1 122 1 223 1248 12091 20 1 475 1I .__ _ _ . .__ _ _ , . . ._ _ I _ _ _ _ _ I _ _ _ _
krangeennt of Air Monitoring Site and Mmnitoring Projects
_Table 3-4-1
Serial ND. Sites Feature of Nonitoring Monitoring Prowr=
1 Jimi Soenic spot.Iwortant line of NOx. T.S.P. CO. THC. PboNOuniceations
2 Dongzh.i Village. Ahes of interchwe NOx. T.S.P, Cl. IHC. Pb
3 Iloiun Iwortnt line of commiea- NOx. T.S.Ptiors. Acess of interchange
4 AMltou Iuawta t line of cauica- NOx. T.S.P.____ _______ tiars. a e of interda ee
* 5 Pali Iwwrtat line of cnmica- NOx, T.S.P. 0. RE. Pbtions, Acmss of intehare
6 Vuling Villase. Ace of interdcnse NOx. T.S.P
7 Xindian Laction of township. Viaduct NOx. T.S.P. Cl. IHC. Pb
. 8 Int New industrial zone lOx, T.S.P. CO. Rm. Pbin 1 in IQunzhou
9 Yulang Village Villowe at access of tumel EOx. T.S.P
Monitoring Progra.Anslytical Apwroh end Sawlirng Frewqu
Table 3-4-2
I Nonitorins I Amlytieil h*romi aI LastinsTim ISwling Frequ- I Flow IIPrgra I I Far Sawlins lency I (liter/uin.) I
I NOx I Colmatric Method I 80 inutes 14 ties per dy 1 0.3 1
I 0 I Gas Crohr oet phy I Instanteow 12 timsper day I / II I I Trasient I I I1- 1 I I I I
I lIT I Gas ChromtourphI Instant mes 1 2 tiws p dy II . I I Tramient I I II + I * I II T.S.P I Siwling by Filtration. 1 7 hus I I tim pe day I 100 1I IlVeiuhtt4etht I I I I! I I I |I Pb I Swling by Filtration. 1 7 hous I tim per dy I 100 II I Atoaic Abserptian Sptromtr I
Table 3-4-4 KNsg Rsults f Noise in Smsitive Spxts Al.. tfim lte (hi hw)*____ ( Xifu-a CnJ_ Section _
Plao. Li Lw LBO Leq an-i
57 53 49 55.5 3.49
70 57 47 65.25 9.21
56 52 48 53.3 3.25
67 54 47 61.2 7.21
64 56 48 59.7 5.9
3 63 56 51 59.95 4.75
70 62 E3 65.3 6.87
73 64 57 68.4 6.10
72 48 42 65.79 11.45
69 51 44 62.43 8.96
62 50 42 56.28 7.45
70 67 57 66.85 6.47
60 50 47 55.7 5.14
61 48 45 60.3 6.87
72 64 60 70.71 5.57
* 61 53 44 58.5 6.92
53 43 38 51.05 6.36
68 48 43 52.6 5.19
64 53 47 59.8 6.D0
; Tble 3-4-5 Neasbrim fahlts of Noise in Susitive Spot AIong the Rots (in &W)(Qiwao-Vu lng Sdicnt)
PlIn Lqo L i 9
59 53 48 56.3 4.63
59 52 47 57.2 5.13
62 55 52 52.2 5.26
60 54 51 59.3 4.34
61 53 49 62.0 5.77
69 57 50 64.5 7.45
47 43 41 44.3 2.69
57 48 41 53.1 5.81
57 54 52 54.6 1.71
54 45 41 50.1 4.9
64 56 50 59.9 5A1
62 54 51 61.5 5.12
56 51 48 53.3 3.26
70 59 54 66.0 6.14
63 53 49 58.7 5.28
Guheng 66 55- 53 64.3 8.78atXznduig 63 50 45 66.7 15.9
62 52 47 58.3 7.78
57 52 50 57.2 5.6
50 44 42 56.7 5S1 8
64 50 46 57.4 6.31
65 58 50 61.1 5.63
61 56 53 58A 3.34
CIo be Ccnti.e
Table 3-4-5
C.tlrd;
PIS= Lo Lao r Lo Leq
69 58 51 69.3 7.1
61 53 48 57.9 5.06
55 48 44 ..51.6 4.08
56 47 44 52.4 4.50
Ciidian 61 59 56 59.0 1.90
60 49 44 54.8 5.95
64 58 54 59.9 3.75
58 55 53 58.2 3.24
62 54 51 59.1 4.71
69 56 54 57.0 1.89
65 56 53 70.6 14.61
58 52 47 54.3 4.13
56 51 48 52.8 3.2731-u".
49 45 42 46.7 3.71
64 47 43 61.3 8.83
60 51 45 57.7 6.53
Vuleng 61 51 46 58.7 5.57
53 46 41 50.3 5.24
60 54 49 56.2 4.10
Table 3-46 ~ring Rmults af Noi. In Smitive Spots Alces the Rute (In 1Dw)- -(lung-Pul Sthin)
Plm Lho Leo LLq
69 65 62 66.3 2.51
61 54 50 57.0 4.05
51 44 41 47.9 4.41
46 40 36 52.3 5.66
55 50 45 51.9 3.91
69 57 48 65.8 8.25
62 54 50 58.7 4.89
49 45 41 46.3 3.43
64 53 45 59.8 7.2
50 46 43 47.3 3.03
68 50 45 72.10 9.21
57 52 47 53.9 3.8
__________________________________ ____________________________________ _____________________________________ _____________________________________l
Tble 3-4-7 usring Rmlts of Nois in Smitive Spot Along the Routs (in Dq)(Pull-Lntou Section)
Plao Lao L. Lo Leq 5,-.1
59 59 59 58.6 0.0959 58 57 57.9 0.42
61 53 45 56.5 6.88
5 *6 4 4 50.0 4.87Xioun 64 53 45 67.0 15.18
45 42 41 50.8 8.5252 51 43 49.9 4.6052 45 42 50.8 6.3852 47 43 62.0 6.19
69 61 56 63.9 4.3969 59 56 65.1 4.98
,'bs 69 62 59 66.8 4.4
59 52 47 57.9 5.11
52 44 40 48.0 4.83
XIixi 57 48 43 60.2 6.6254 51 49 68.4 4.34
54 50 47 61.0 2.84
64 54 48 59.8 6.51
73 58 46 69.2 10.2
53 49 47 51.3 3.12
48 46 44 52.4 3.5562 54 50 59.6 4.74
Zhmglin 51 47 45 51.1 3.40
54 49 44 51.0 4.00
57 53 48 54.0 4.6851 47 44 47.9 2.61
54 50 45 52.6 3.8971 65 60 67.7 5.40
Table 3-4-8 msln Rewits of Noie in Smitive Spats Along the Route (in Dh)'(Lmtou-Haum Swction)
Plao -L' LD' .......- -L Laq 1.
Huxo Village 56 50 46 55.1 4.35
66 56 02 62.1 5.60
65 50 47 59.7 6.89
60 53 50 56.31 4.05
76 57 49 73.56 10.66
60 55 51 58.4 4.16
6b 54 49 62.1 6.29
63 49 43 57.6 7.1
58 44 37 57.76 8.59
52 43 39 48.1 5.29timm Village
55 52 47 58.6 5.79
60 49 43 56.54 6.62
53 46 42 57.6 6.23
48 41 39 44.4 3.66
66 58 56 69.0 5.81
50 43 . 39 46.7 4.73
59 51 44 54.8 6.86
57 .40 34 53.5 8.28
50 43 36 49.2 6.51
48 41 36 44.9 4.74
43 36 34 44"1 5.39
54 41 34 51.5 7.42
50 45 40 47.6 4.49
60 50 44 57.7 5.55
Zuzilin 54 44 44 55.0 4.38
40 36 34 38.1 3.64
Table 3-4-O N.&riig Results of Nolse In S.uitIveSpots Alog the Route (n Dha)*~ ' ( HouzH-Tluo Swtion)
Placs LIO LE L Leq
59 52 46 55.5 4.64
56 48 46 53.21 4.5
53 48 44 52.43 4.31
59 63 s0 55.55 3.74
64 58 51 61.25 4.95
54 48 46 59.27 4.51
Hoiom 56 51 46 54.49 4.32
48 46 44 47.96 2.99
46- 46 44 46.14 2.03
50 46 44 49.02 2.97
56 46 44 54.07 5A3
56 53 51 54.6 2.78
Table 3-4-10 tewsurins Riults of Noise In Sinmitlve Spot. Along the Rout (In du)(TianCu-GlIntmu Section)
Plai LO i.SO LX _ Leq 1
* 5.antou 65 48 44 56.5 9.06
55 43 38 51 6.80
Liucuo 47 40 36 44.8 4.635D 41 36 46.2 5.6151 43 36 49.6 6.3147 41 38 46.5 6.1449 40 37 51.7 5.8677 57 46 71.3 10.7464 56 50 61.1 7.`261 47 40 60.1 8.23
48 40 35 44.6 5.2953 47 40 50.0 4.9162 51 46 60.0 6.3668 48 38 65.0 12.4259 47 44 61.0 6.99
Shume YlllaE 53 48 44 50.8 3.73
64 59 57 60.8 2.9551 48 46 51.0 2.6651 48 44 49.6 2.8551 48 46 48.8 1.94
Giual intou 59 52 46 55.0 4.8457 48 46 49.2 1.8850 46 44 47.3 2.3748 44 40 44.7 2.82
64 50 43 58.5 7.9756 51 45 54.0 4.64
Duihan 55 47 43 53.7 5.0743 40 38 42.8 2.93
61 48 41 56.0 9.2052 47 45 51.0 4-71
Renaks: Duishun is a point in alternative aliwuut of thte eWGw.
Tl3 ing Results of Aiblit Noise in Sumitive Spowt Alasg the Route(in Night)
Plao. Leq
Ymqian 51 46 38 50.7 5.56VilIm 42 38 36 39.9 2.87
48 46 46 46.9 1.16Qoienwui 46 42 40 54.3 3.84
45 43 41 43.4 1.61
58 46 38 55.8 7.4646 39 38 4.19 3.18
Xlndia 65 54 47 61.5 6.6857 44 41 51.6 5.8560 52 47 59.2 5.4176 63 54 71.9 8.0260 55 50 56.8 3.9357 55 54 65.4 1.43
CQidim 55 50 48 53.3 3.31
54 48 47 51.8 3.2056 48 44 54.3 5.1457 49 44 55.7 4.5054 46 43 51.0 4.1554 46 45 50.8 8.9469 48 45 63.1 2.4
11o 49 47 45 49.5 3.4755 48 46 51.8 1.7951 49 47 49.5 3.3451 47 45 47.8 2.9745 41 39 43.1 2.9755 48 42 50.1 4.6149 45 42 45.8 2.5255 53 49 52.9 2.36
Table 3-4-12 hlbient Noise Stliuhrd for 1m Are (GB3096-82) Unit: dB(A)
Area InDar I Night
Special Resid.tial Ebsrters 45 35
Resident Cultire and 1A3athon Am 50 40
Class I Kjindd k 55 45
Clas II Minmd hm 50 50
Indhtrial Zone 85 55
Sides of Taffic Artery 70 55
Avers6e Sound Level along the Route In Cobwison with State Standrd
Table 3-4-13I~ ~ _ r
I I I Leq dB(A) In Cowarison with State Standard I Maior Sound I| Sections I Places i-r-'- I I I II I IDay I might I Day I Night I Sowues I
I I ' - 1-- - 1------1- - -- ~~ ~~ ~~~~~~~~~~~~~~~~~I I IIXifu- I Xifu 1 61.2 1 *55.2 1 Industrial Area I Overproof I Traffic.Living I
Qanzhou I Yu.nqian 158.81 45.3 I Class 11 Area IClaw IArea I Living II I ---. 1-**1**-I- 1 1 1
I Chenzhou 155.41 48. I I aim It I ClSI 11 Area I Living IIChmniiou IGuken at Xindian 160.01 57.0 I Class l Area I Overproof I Traf[ic.Livim II -- I Chidlan I 59.1 I 54.3 I Class [ Area I Industrial Ares I Trauric.Livins II WulIngi Zlulin 153.81*43.8 I Class I ANa I Class IArea I Living I
* I Vulong 155.71*48.7 1 Class 1I Area Classw Area I Traffic II_ I-f-I---I I - - - -IValuin I Bmnvel 155.11*48.1 I Class It km Clm U Aea' ITraffic.Living I
I *- I Thunm iia 162.31*54.3 1 Indutrial Are. I C1im 11 Ares I Living IPulil G(ouwei 155.91*48.9 1 Class IL Am Classw1Area I Livins
I- I- I I I II Pull Xlcun 154.81*48.8 I Class I Ae I Class I rea I I
_ I lHouba 163.41 *5.4 1 Inditrial wres I Owerp r I Living II Luintou I Xiashaxi 156.9 1*50.9 I Class It Area I Class 11 Ares I raffi,Living II I Zenglin 156.1 1*49.1 Class I Are I Class liArea I II -I-----1 I I I I.I I Hcuo Villae 155.1 1W48.1 I Class t Area I Class 11[rea I Living 1I LAmtou I Lumtou Villae 1 60.91 *53.9 1 Industrial Ares I Class It Area Trarfalic.Living 1I __ I Shlxun 1 57.2 1 *47.2 I Clsss 11 Ares I Class 11 Area I Living
. I Houan I Dhltou 148.8 1*41.6 IResidmntal Ares I Class [Area I Living Ivs I I ZhuzillIn 1 50.31 *43.3 I Class I Area I Class IAres I Living I
*III I I- I I tII Human-Tiancuo I Houan 1 53.61 50.9 I Class I Area I Indutrial Area I Trarfic.Livins 1I I .I-I- I I I I
I Timntou 156.5i $40.5 I Class I Area I Class Area I Living. ITiancuo n Liucuo 147I.140.6 IResidental Area I Class IArea I Living I
I I Dongrhal I56.5 1*49.6 I Class w Area I Class [ Area ITraffic.Living II _ I hanse village 157.61*50.6 I Class 11 Aes IIndustrial Ares I Living II I Ouuzwlintou 1 40.41 *42.4 I Reldental Ares I Class [Aes 1 Trffic,Nature II (hnlintou I Wuishan) 152.71*44.7 I Clm Ites C lAres I Living I
! ~~ ~~I L .............. ±II____________
Sections krrnet
Table 3-4-14
I ame of Rive I Section I Lction of Setion I Section ltiure I* I I I . I
I Jiuiians I Jin No.l I Under Bridge of the Existinr Road I Contrast V'Tidal Reach II I ~ I I -I I* I River I Jin No.21 Down Strm of Chenuo Lae Bridse I Control I Tidal Reach I
* I I I. + I II Ibnxi Caml I Nan Ko.l I Jiashs VilIuse I Control IlIan-mde Cal I
I Xixi in IXi No.l I Up Stre of Putou Lawe Bride I Control I Tidal Reach II~~~~ I I I I
I Toang'an I Xi No.2 I Down Strem of Putou Lare BridDe I Control I Tidal Reach II~~~~~~ I I .-
IJiuXi in Nan'an IAn No.l IDonm Strom of Xiei Larme Bridke IControl I River I
Anlyrtical Approha snd Ler Limit of Test for Various Progra
Table 3-4-15
I Monitoring Prw I Anlytical Approachs I Lower Limit of Testwu I
I PH I Glm-electrode Nethod I II I.I II Suspending Pgrticle I Veight Method I
I ~~~~I .I II Peiwrate Tndex I Alkaline Pengnsanimetric Method i 0.5 1
I I Methodoi I II llED -N I Five-day Culture in 20t Tempture I 0.06 11 1 I II Oils I Ultraviolet Sperophotameter I 0.01 I
I Pb I Atoic Absorption Method 1 0.005 1I i. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~
Statistics of Monitorins Results of Vater Om1tit
Table 3-4-16 Unit: m/ I
Ii im ofMai&=nin I Pm mt'I I
I I Swtion Rsts IpH I I I B01.I Oils I Pb I I River I I Criteria-...\ Paticle I Incbx I I I I
I I ~~~~~I Avwra Value 17.141 124.0 I 2.14 11.241 0.010 I10.006I
I I Ihx~lbi.an Value 1 7.15 1 133.0 1 2.30 11.271 0.010 10.007 II ~~~I Jiun No.1 I -i *
I I Minimi Value I 7.141 115.0 I 1.99 11.211 0.010 I 0.005I
I I ~~~I ClasslILOverwoofI Ilin. iiu. I ratio ) 101 * I 0 IOIOIDI 0 I River I fI*i f f I
II AverageValue 17.12 1 108.5 I 2.456 IL.7I 0.010 I10.006 I
I I Ih~~lxiuuaValue 17.13 1 118.0 I 2.55 11.98I10.0l0 I 0.005 I
I ~~~I Jin, Ko.21I Minim. Value 17.111 99.0 1 2.24 1 1.48 I 0.010 10.005 I
I I ~~~~~I ClaeslllOveryroof I ,I I I I I I II I ~~~~~I ratio () I1013 I 0 1 01.0 10 1
] I ~~~~~~I Average Value I16.90 1 143.6 I 4.93 1 2.1210.100 1 0.008 I
I Ranxi I I Maxi.n Value 17.001 148.4 I 4.95 l 2.29 10.180 10.009 1I Canal I KmNo.1I f-i fI-f-- i
I I ~~~~~I minion Value 16.801I 138.8 1 4.91 1 1.95 10.019 I 0.007 1
I I l~~~~~~ClasslllOverproof I I1I I I I~~~~I I Irtio W I) 10130 1 0 I 1 50I10 .I
I I ~~~~~I Average Value 17.241 83.5 I 2.20 11.0610.028 1 0.005 I
I 1 ~~~~~I Moxim. Value 17.381 89.2 I 2.99 I1.18I10.030 10.008 I
I ~~I Xi 11o.1 I M4ini.m Value 17.10 1 37.8 1 1.41 1 O.95 I.022 I A5
I Xixi ReerI I ClawRllOvwrproof I III I I I ~ ~~I Iratio0 IO 0 I 0 1 0 10 lOt
Iin Tong'an I I-I I i f-fII I ~~~~~I AverumeValue 17.191 M.8 I 2.67 10.7710.019 10.008 I
I Ihxiini Value 17.381 42.0 I 3.54 11.041 0.020 1 0.010 II ~~~I XiNO. 2 i f-i I-f-f II ~ ~~I I Ninim Value 17.951 25.6 I 1.80 1 0.50 10.018 I A5
I I ~~~~~I Clalll0verproof I III I II I Ira~~~~~tio(1) 10 1 I 0 lOlOlOl 0
I I ~~~~~I Average Value 18.001 179.6 I 5.56 1 2.9510.153 1 A5 I
I ~ ~~I I Yihxi.Value 18.051 217.5 I 5.69 13.3810.154 I A5 IJ iuxi Riv- iAnINo.l I -
Iler in I I *Mni.m Value 17.951 142.0 I 5.44 12.531I0.152 I A5 II Nan'mn I i i- i f-f-fi
I. ~ ~~I I ClmllDvrpoowf I I I I I I II I I~~~~~~ratio f) I 0 1 I 0 1 0 11001I0 1
Table 3-4-17 Eveluation Criteria for Envirunmtal alIity of SurfUeC Vt Unit: w/l
Itin ~-~ti I f IV P V
PH 6.5-8.5 6.5-8.5 6.5-8.5 6.5-8.5 6-9
Permmo teInd= < 2 4 6 B 10
BOD 5 < 3 I;ll 3 4 6 10
Oils < 0.05 0.05 0.05 0.5 1.0
Pb <' 0.01 0.05 0.05 0.05 0.1
Results of Evaluation of Water Qualibt
Table 3-4-18
1 Evaluated Results\ItenI I Peri ntelI I I II (Class) \ I PH I IBD6 I Oils I Pb IItRiverSections \l I Index I I I I
I T '~~f f-f-II--I Jiniiang I Jin No. 1 11 1 11 1 1 1 1
Nmmf cam I mm NO I I R II I River I Jinto.t2 1 I 1 1 I11 11
INaTi ana I I Nno.l II I D 1 I I I I I II f f-f. I .I Xixi River Xio.2 I I I 11 1 1 111
inI. f-I .---I in Tongan 1 Xi No.2 I 1 1 1 1 1 1II I I I
I JiwiRive l AnRN.l I I II I m1IIIV II Ii in Nan'an I I I I I I I
.~ ~ . . . . .
Ambient Vifration Standard for Urb Area (GBIWMr-88)Table 3-4-19 Unit: dB
Ruue of APRliable Zone In yay In Night
Special 9esidential Garters 65 65
Iesidmt.Culture and Ecwation Area 70 67
llixed hrea,Comercial Center Zone 75 72
Irnhtrial Zne 75 72
RoadSides of Traffic Arter. 75 72
Sides of bily Frtery 80 80
Nesswrment of Status Om of Vibration EnVironmt in Susitive Zone
Table 3-4-20 Uit
Pl1esOG e VI,, Vi VL1 VLi VLi Vi,, V5,a
Gumlintou 109 135.8 83.4 76.6 68.7 62.7 61.3 6.23
Putou Villue 69.4 75.4 72.7 72 69 65.5 64.4 2.63
66 75 68.7 68.2 65.6 62.9 62.3 2.03
Sihim 69 79.5 73.4 72.4 68A 65.7 65 2.8
76.4 89.9 80.9 79.7 74.9 69 67A 4A5
78 84.2 81.9 80.6 77A 73.8 73.3 2.71
77.5 84.5 81.4 80.2 76.7 73.2 72.7 2.62
Xiabxi 72.7 77.3 75.9 .75.4 72.2 69.8 69.4 1.94
80.8 86.2 85.1 84.2 80.0 75.7 74.7 3.19
80.7 87.6 65.2 84.2 79 73.8 73.2 4.29
76.4 83.3 80.3 79.4 75.4 72.5 69.6 3A4
72.8 804 77 75.9 71.9 68.3 67.5 3.01
IM; , 80.4 91.3 81.7 80.6 75.6 72.9 75 5.48
77A 87.6 82.1 80.5 75.7 70.8 70.1 4.19
78.5 84.6 81.8 81.2 77.9 74.6 73.1 2.6
(to be coninud)
Table 3-4-D (otimnid
Z-eg 63.4 79.9 65.9 63.4 61 A 60.5 60.3 2.61
Xindian 78.1 101.8 80.9 77.5 65.2 62.3 61.8 12.12
(in Night) 71.2 84.1 77.9 75.8 65.2 62.6 62.1 6.4
unxiu 88.2 108.3 71 65.8 64.2 63.5 63.1 7.82
(In Nigh) 62.4 62.7 62.6 62.6 62.5 62.3 62.2 0.14
113 137 91.1 70.5 65.7 63.1 62.7 45.9
86.9 113.3 70.5 68.4 64.7 62.8 62.4 21.8
80.4 108.3 69.4 67.5 64.7 62.5 62.2 16.77
82.1 1 06.5 74.5 76.5 67.1 62.7 61.9 15.6
66 82 69.7 67.8 64.4 62.1 61.5 2.755aakng
105 132.8 69.2 67.5 64.8 62 61.6 40.2
Day. VLO=74.8dB NightVL1o=69.2dB
l*The GCrrmt Status Monltorlg of Vibration rvlnmt in Conbat Zone7ile 3-4-21 u., es
site VLq . VL_ I VL5 VL,I VLto VLaO JVLe V IVp
NeiIU3 64 74.9 66.7 66.9 63.3 61.9 | 61.5 1.69
The Crrt Status INitoring of Vibration FWiram_t in Auxilwy Zone
Table 3-4-22 (NMitoring Site at Uou'ui) - Unit: d
Dista'n frm bond L1 Lm Ls Lio Leo L
Omf 106 132 84 a81 75 67 66.3 30.5
GM 73.6 84.8 79.2 77.1. 71.1 66.8 65.9 4.37
1 Om 72.2 82.7 77.6 75.9 69.8 66.4 64.4 3.38
20m 70.9 81.1 75.6 74.1 69.3 65.3 64.3 3.66_~ ~ _
36m 67.3 76.3 71.6 70.3 65.9 61.5 60.7 3.56
WOm 69.4 75.4 72.7 72 69 65.6 64.4 2.63
Iherirn Remilts of Vibration FEvironmnt In COwarison With the Stanwrd
Table 3-4-23I ,~ , *1
I TYpe I Sites IVLia(1) I Difference Cowred i In Oowrison Ith State Standrd II I I I With Avage Value I II- -1 I -II I tanllintou I 78.8 1 +2.2 1 Overpraof II I Putou Villae I 72 I -2.8 I Mixed.Indstrial and Corcial Aress II I Shlhu 1 73.4 1 -1.4 I Mixed.InIstrial and Ccinrval kems II I Xlashaxl I 80.9 1 .6.I I Overproof II . I Puli I 79.5 1 +4.7 1 Overproof IIVibrationM4easwnmt I Zetuns 1 63.4 1 -11.4 I Special ermI in Sensitive Zone I Xindian 1 77.5 I +3.5 Overproof II I h~anXiu I 65.8 1 -9 IResident.Culture and Aixcation Aeas II I Guowkewl I 69.7 1 +5.1 I Resident.Culture and EAxition reas II I Xindimn 1 75.8 1 4.f6 I Ove-r6of II I (tn Night) I I I II I Q 1umxu I 62.8 1 -8.6 I SpecialArua I
I . I (in Nl8ht) I I 1 1I. I *. * I
I Vibration NIeumnt I Heike 1 5.9 1 0 I Resident.Cultue and xtion Areas IIn ContraotZone I Towship 1 I I I
* I ~ ~~I I I I . II Roaic 1 81 I Overproofi
I Vibration Iin emntl SiSFraRoad I 77.1 1 1 Overoof II AnuiliarY Zom I110 Pro Road 1 75.9 1 1 OvwpfI 1 20 Fram Road 1 74.1 1 1 Mixed, Inmtrial and Comrcial ker II lte at Hoan) I3 ZFroa Roed 70.3 N 1 lixed hea I1 0IM From Road 1 72 1 Mixedkea IA
B ._ _ _ _ _ _ __ . .__ _ _ _ _ I _ _ _ _ _ _
: ---t i 1I i t l[ 1- V -- ------ i
F Fb
o o o o o o ,o ,o o o o , Pr.~~
~~~~~~~~~~~~~~ ." .8 8 SW *_ *_ ." __ __ Sw g g 8 _ __
EAlsiive Intensity of Air poIlulttIn the Vaious Sections of amroou-Xinmn Epream In 2005
Table 4-1-2
I Source Inteuuity PollutuitI II
I Road Sections ~ O N I II
I - IhlyAverae I 4.09 1 O.67 1 0.242 1I Xlfu---Dmzhou i - i i II I Pe.klHoiIu 11.276 1 1.601 I 0.580 1
I IDeIlY Averae I 3.9M 1 0.557 1 0.202 1I Chenzu -- Wliing I I i II I Peak Hour I 9.419 1 1.337 1 0.484
I IDaily Average 1 5.43 I 0.771 1 0.279 1I WUI irau1 -Pul i I I I II I Pek Hour 1 13.041 1 1.851 10670 1
I IDaily Averae 1 5.697 1 0.809 1 0.293 1I Puli-hxiang I + * i II I Peak Hour I 13.672 1 1.941 1 0.703 I
I Daily Average 1 6.041 1 0.858 1 0.311 1I Nexiang--km i I I I II I Feakllok r 1 14.498 1 2.058 1 0.745 1
I I Daiy Ave 1 5.584 1 0.781 1 0.284 II om-Tianeuo I I I II . I PeakHour I 13.403 1 1.874 1 Q.683 1
1 I Daily Average 1 2.930 1 0.416 1 0.151 1I Ti;nu-G Iintou I -I I-I I Peak Hor 1 7.032 1 0.M8 1 0.362 1
I IDaily Avea I 5.996 1 0.8$2 1 0.308 II Interi we in Oenahu F I I I II I Peak Hor 1 14.391 1 2.044 1 0.740 1
I~~ ~ ~~~~ I. . * II I Daily Ave 6.045 1 0.858 1 0.3111I Interdwae in Wulin I I I I I Pe.k Hor 14.508 I 2.060 1 0.746 1
F~I- I 1 1- 1I I Daily Averae 1 7.304 1 1.037 1 0.376 1I Interchans in Puli I I I II I Peak Hour 1 17.529 1 2.489 1 0.901 II I I i I II IDoi1 Average I 8.60D7 I 1.222 1 0.443 1I Interhanxe in Hxiang F I I l I
I PeakHour 1 20.651 2.933 1 1.062 1F I I I I -II IDailyase I 7.2B6 I 1.032 1 0.374 1I Intaerin inon F I i I I
I Peak Hor 117.438 1 2.476 1 0.897 1F~~ ~~ _ , I * I
I IDaily Averge I 5.687 1 0.808 1 0.292 1I Jnterdm in Tiancwo I I I II I PeakiHlr I 13.648 1 1.938 1 0.702 I
in the Varioim% asto l op.llJu-Ln Y in 2015
Table 4-1-3
ISour ~OWlN telBltyN%,PO)lutmnt I m I I I I
I I bly4, Averm 8.732 1 1.254 1 0.453 1I Xifu nzhor d I I I I
I P.kHowr I 20.958 1 3.009 1 1.085 II. I I I III I D8IIY Averae 1 7.901 1 1.143 1 0.411 1I Cnzhou-uIizng I I I I II I Pe.kHowr I 18.962 1 2.743 1 0.987 1I. . . . . 'I I Daily Avwer 1 10.531 1 1.522 1 0.58 II 'dulins-"-Ptli I I I I II I PeakHowr I25.27313.853 I 1.314 1
I I Dai Ave I 10.573 1 1.528 1 0.550 1I Puli --- iag i I - - I II * I PeakHour 25.375 1 3.687 .1 1.319 1
I I Dally A 1 11.735 1 1.697 I 0.610 III MNxian-Hcun I - II I
I I PeakHotr I 28.164 1 4.074 1 1.485 1I. *I * I "F I. .
I I Daily Avere e 10.994 1 1.589 1 0.572 1I Hoimn-Tiancuo I*
I I Pe.k lHor 1 26.38 1 3.814 1 1.372 1
I IhDly Averame I 5.9 I 0.862 1 0.310 II Tiano-Gunlintou I I I I
I PeaklHour 1 14.274 1 2.069 1 0.744 1
I I Daily Averae_ 11.001 1 1.589 1 0.572 1I ntewd in ChOinhu I I II I PeakHour 1 26.401 1 3.814 1 1.373 1I. -I+ I - II I Daiy Averk e 1 11.494 1 1.661 1 0.598 1I Interuime in Wuling - I I I I1 I PeakHour I 27.585 1 3.985 1 1.434 1
I IDaily Average 1 13.532 1 1.955 1 0.703 II Interdinge in Puli I + I I I
I Peak Howr 1 32.476 I. 4.692 1 1.688 II. I -I* I II IDoily Avrae I 15.588 1 2.252 1 0.810 1I Inter d in Nhxiau I I I I II I PNk Howr I 17.411 1 5.405 1 1.945 I
1 I Daily Averae 1 13.822 1 1.997 1 0.719 11 Intercha inH I HI I I J- - -- - - -I --Pek Howr 1 33.174 1-4.793 - 1--.725 1I I I I II I Daily Averae 1 11.058 1 1.598 1 0.575 1I Inrd.u.nse in Tian=o I I I I I
PeakHow 26.540 I 3.834 1 1.380
Prarters for Evaluation or Qanho-Xismn e0we.
Table 4-1-4
ISerial I I Length of I Alisnnt I Averae Heisht froclAverage II I Section I Setion lof the Ro-l &rth Surface to I Vind Ve- II 1. I I OW) ladSectionl _Pave.ut () Ilocity I
I I I Xif-Chezmu I 9 I HE-SV 1 6 I 2.5 1
I 2 IQ Cb?iou-Vulin 1 13 1 HE-SV I 5 1 2.5 1
1 3 1 Vulin-Puli I 13 1 IE-S I 3 1 2.5 1
I 4 I Puli-ihxiariw wntou) 1 21 I E-V 1 2 1 2.0 1l l l l ~~I , t I
1 5 1 lxianGU -Hown I 10 I E-V 1 2 1 2.0 1
1 6 I Hoi-Tiancuo I 9 I BE-VS I I 1 2.0 1
I 7 I Timnco-Guinlintou I 7 I1 ENE-VS I I 1 1 1p * £
Ihe Distribution of CO Density In Xifu-a,eniu Section of Q-X B.resuy. 1997
Included amle of wind direction: 90'Table 4-1-9 Unit: al
1 T T 1 1 T 1 I ~ ~ ~ ~ 1
Stabilitas lVind velacity I 30 1 40 1 50 1 60 1 70 I 80 I 100 1 120 1 150 1 200 1 250- 1 300 1 400 1 500
I 1.0 10.135 1 0.129 1 0.118 1 0.107 1 0.097 0.088 10.074 1 O.O3 I Q.051 10.038 1 0.030 1 0.025 1 0.015 I 0.010A 1 2.0 1 0.067 1 0.064 1 0.059 1 0.054 1 0.049 10.044 1 0.037 10.031 1 0.025 1 0.019 1 0.015 1 0.013 1 0.007 1 0.005
1 3.0 10.045 1 0.043 0.039 1 0.038 1 0.032 10.029 1 0.025 10.021 1 0.017 1 0.013 1 0.010 0.008. 10.005 0.003I 4--- ----- I -t -I -I t'- + -'- - F- 1- I -1I 1.0 10.134 10.128 1 0.119 1 0.110 1 0.101 10.094 1 0.081 1 0.071 1 0.00 1 0.047 1 0.039 1 0.030 1 0.02 0.021
B 1 2.0 10.0W7 0.054 1 0.00 1 0.056 1 0.061 0.047 10.041 1 0.036 10.030 1 0.024 1 0.020 1 0.017 1 0.013 1 0.0101 3.0 10.045 1 0.043 10.040 1 0.037 1 0.034 1 0.031 1 0.027 10.024 1 0.020 1 0.016 1 0.013 1 0.011 1 0.009 1 0.0071 4.0 1 0.034 1 0.032 10.030 1 0.028 1 0.025 10.023 1 0.020 1 0.018 1 0.015 1 0.012 1 0.010 1 0.008 0.0 I0.005
I I I I I-I- I -I- - I I 4 I 1.0 1 0.132 10.013510.132 10.127 1 0.122 1 0.116 1 0.104 1 0.094 1 0.082 1 0.087 1 0.057 1 0.049 1 0.039 1 0.032I 2.0 10.068 1 0.097 1 0.068 1 0.064 1 0.061 1 0.058 1 0.052 1 0.047 10.041 1 0.034 1 0.028 1 0.025 1 0.020 1 0.016
C 1 3.0 10.044 1 0.045 1 0.044 1 0.042 1 0.041 10.039 10.035 1 0.031 1 0.027 1 0.022 1 0.019 1 0.010 1 0.013 1 0.0111 4.0 1 0.033 1 0.034. 1 0.033 1 0.032 1 0.030 1 0.0n 1 0.026 1 0.024 1 0.021 1 0.017 1 0.014 1 0.012 1 0.010 1 0.008I 5.0 10.020.02 .027 10.026 1 0.025 1 0.024 1 0.023 1 0.021 1 0.019 1 0.016 1 0.013 1 0.011 1 0.010 10.008 I 0.006I 1 1- 1 - 1- - 1- - I 4 - I -I - i - I
I 1.0 1 0.129 10.134 1 0.0135 1 0.132 1 0.128 1 0.124 1 0.115 1 0.107 10.096 1 0.081 1 0.071 1 0.00B31 0.051 1 0.044I 2.0 10.064 1 0.067 10.087 1O.O 0.064 10.062 1 0.058 1 0.053 1 0.048 1 0.041 1 0.035 1 0.031 1 0.02 1 0.022
D 1 3.0 10.043 1 0.045 10.045 1 0.044 1 0.043 1 0.041 1 0.038 1 0.036 1 0.032 1 0.027 1 0.024 1 0.021 1 0.017 1 0.0151 4.0 1 0.032 1 0.034 10.034 10.033 1 0.032 1 0.031 1 0.029 10.027 1 0.024 1 0.020 1 0.018 1 0.016 1 0.013 1 0.011
5.0 10.026 1 0.027 1 0.027 1 0.028 10.026 1 0.025 1 0.023 10.021 1 0.019 1 0.016 1 0.014 1 0.013 1 0.010 1 0.009
I 1.0 10.0113 10.125 1 0.131 1 0.134 1 0.135 1 0.134 10.132 1O.1Z7 1 0.120 1 0.108 1 0.0 08I 0.00 I0.076 1 0.067I 2.0 10.057 10.062 1 0.0o6 1 0.067 10.0 1 0.067 1 0.0BB I 0.064 1 0.060 1 0.054 1 0.049 1 0.045 1 0.038 1 0.033
E 1 3.0 1 0.038 1 0.042 1 0.044 10.045 10.045 1 0.045 10.044 1 0.042 1 0.040 1 0.036 1 0.033 1 0.030 10.025 1 0.022I 4.0 1 0.028 1 0.031 10.033 1 0.033 1 0.00341 0.034 1 0.033 1 0.032 1 0.030 1 0.027 1 0.024 1 0.022 1 0.019 1 0.0174 I ,- .- - . .- - .I 1.0 1 0.080 1 0.094 10.104 1 0.112 1 0.119 10.124 1 0.130 1 0.134 1 0.135 1 0.132 1 0.128 1 0.120 1 0.108 1 0.098
F I 2.0 1 0.040 10.047 1 0.052 1 0.066 1 0.059 1 0.062 10.065 10.037 1 0.067 1 0.06 1 0.063 1 0.030 1 0.054 1 0.0491 I 3.0 1 0.027 10.031 10.035 10.037 1 0.040 1 0.041 10.043 1 0.045 1 0.045 1 0.044 1 0.042 10.040 1 0.036 1 0.033
:~~~~~_____________I t.............i I.......... ___I____
The Distribution of cO Density in Xifu-Chanzbou Section of Q-X Expresxsmw. 1997
Included ansle of wind direction: 45'Table 4-1-10 Unit: at3
I 1| I U T T 1 T T § |_ | | Stabliits lVind velocity I 30 1 .40 1 50 1 60 1 70 I 80 1 100 I 120 I 150 1 200 1 250 I 300 1 400 1 500
I 1.0 10.122 1 0.110 1 0.098 10.088 1 0.079 10.071 1 0.059 1 0.050 10.041 10.030 1 0.024 1 0.020 1 0.012 1 0.008A 1 2.0 1 0.061 10.055 10.049 1 0.044 1 0.039 10.036 1 0.030 1 0.025 1 0.020 1 0.015 10.012 10.010 1 0.006 I 0.004
I 3.0 10.041 1 0.037 1 0.033 1 0.029 1 0.026 1 0.024 1 0.020 1 0.017 10.014 1 0.010 1 0.008 1 0.007 1 0.004 1 0.003
I 1.0 10.120 10.109 1 0.099 1I0.090 1 0.083 10.076 1 0.065 1 0.057 10.0OU 10.038 1 0.031 1o0.0o 1 0.020 1 0.017B I 2.0 1 0.060 1 0.055 1 0.050 1 0;045 1 0.041 1 0.038 1 0.033 1 0.028 1 0.024 1 0.019 1 0.015 1 0.013 1 0.010 1 0.008
1 3.0 1 0.040 10.036 I 0.033 I 0.030 1 0.028 1 0.025 1 0.022 1 0.019 I 0.016 1 0.013 1 0.010 I 0.009 1 0.007 1 0.0064.0 I 0.030 1 0.027 1 0.025 1 0.023 1 0.021 1 0.019 10.016 1 0.014 1 0.012 1 0.009 I 0.008 1 0.007 1 0.005 1 0.004
1.0 10.129 10.01221 0.115 1 0.108 10.102 1 0.06 1 0.085 1 0.07 I0.f 10.054 1 0.045 10.039 1 0.031 1 0.021 2.0 1 0.064 1 0.061 1 0.058 1 0.054 1 0.051 1 0.048 1 0.043 1 0.038 1 0.033 1 0.027 1 0.023 1 0.020 1 0.026 1 0.013
C I 3.0 1 0.043 I 0.041 1 0.038 1 0.038 I 0.034 1 0.032 1 0.028 1 0.025 1 0.022 1 0.018 I 0.015 10.013 1 0.010 I 0.0094.0 1 0.032 .1 0.031 1 0.029 1 0.027 1 0.025 1 0.024 1 0.021 I 0.019 I 0.016 1 0.013 1 0.011 1 0.010 1 0.008 I 0.006
I 5.0 1 0.026 10.024 1 0.023 10.022 1 0.020 1 0.019 10.017 1 0.015 1 0.013 1 0.011 1 0.009 I 0.008 I 0.00 10.005
1.0 1 0.131 1 0.128 1 0.121 1 0.115 1 0.110 1 0.105 1 0.095 1 0.087 1 0.078 10.065 1 0.057 1 0.050 1 0.041 1 0.035I 2.0 1 0.065 1 0.063 1 0.060 1 0.058 1 0.055 1 0.052 10.048 1 0.044 1 0.039 10.033 10.028 1 0.025 1 0.020 1 0.017
D I , 3.0 1 0.044 10.042 1 0.040 1 0.038 1 0.037 1 0.035 10.032 1 0.029 1 0.026 10.022 1 0.019 1 0.017 1 0.014 10.012I 4.0 1 0.033 10.031 1 0.030 1 0.029 1 0.027 1 0.026 1 0.024 1 0.022 1 0.019 1 0.016 10.014 10.013 1 0.010 1 0.009I 5.0 1 0.026 10.025 1 0.024 10.023 1 0.022 1 0.021 10.019 I 0.017 I 0.016 10.013 1 0.011 1 0.010 0.008 1 0.007
I 1.0 10.013710.134 10.130 (0.127 10.124 10.121 10.114 10.108 10.100 10.088 10.079 10.072 1 0.061 1 0.0531 2.0 1 0.069 1 0.07 1 0.065 1 0.064 1 0.002.1 0.060 1 0.057 10.054 1 0.050 10.044 1 0.040 1 0.036 1 0.031 1 0.027
E 1 3.0 1 0.04 10.045 1 0.043 1 0.042 10.041 1 0.040 1 0.038 10.036 1 0.033 1 0.029 1 0.026 1 0.024 1 0.02 1 0.0181 4.0 1 0.034 1 0.033 1 0.033 1 0.032 1 0.031 1 0.030 10.029 1 0.027 1 0.025 1 0.022 1 0.020 1 0.018 I 0.015 1 0.013
- .I- I_-- I- -I- -- I - 1-- * I I 2 I I a
I 1.0 1 0.150 1 0.145 1 0.141 1 0.139 1 0.137 1 0.135 1 0.131 1 0.128 1 0.123 10.115 1 0.107 1 0.100 1 0.089 1 0.080P 1 2.0 1 0.075 1 0.072 1 0.071 1 0.09 I D.068 1 0.067 1 0.06B 1 0.064 1 0.081 1 0.067 10.054 1 0.050 10.044 10.040
1 3.0 1 0.050 10.048 1 0.047 1 0.046 1 0.048 10.045 1 0.044 1 0.043 1 0.041 1 0.038 1 0.036 1 0.033 1 0.033 1 0.027
. ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ I
Ihe Distribution or CO Density in Xifu-C*enzhou Section of I-X Exprevsmy. 1997
Table 4-1-11 Included ansle of wind direction: 0'lable 4-1-It Unit: /sl
Stabilltas1 IVnd veolto I 30 1 40 1 50 I 60 I 70 I 80 I 100 1 120 I 150 I 200 1 250 1 300 1 400 1 500
1 1.0 1 0.107 10.087 1 0.073 1 0.063 10.055 10.048 10.039 1 0.033 10.028 1 0.019 I 0.015 10.013 10.007 1 0.005A 1 2.0 10.054 1 0.044 1 0.037 10.031 1 0.027 1 0.024 10.020 10.010 10.013 1 0.009 10.008 I0. 006 0.004 10.003
1 3.0 10.038 1 0.029 10.024 1 0.021 1 0.018 1 0.016 10.013 1 0.011 1 O.0 IO0.oW I 0 0.006 10.004 1 0.002 1 0.002
I 1.0 1 0.103 1 0.08B 1 0.074 1 0.065 1 0.058 1 0.052 1 0.044 1 0.038 1 0.031 1 0.024 1 0.020 10.017 1 0.013 1 0.011B 1 2.0 1 0.051 1 0.043 1 0.037 1 0.032 1 0.029 1 0.026 10.022 1 0.019 10.01B 10.012 1 0.010 1 0.008 I 0.006 I 0.005
1 3.0 1 0.034 1 0.029 1 0.025 1 0.022 1 0.019 1 0.017 1 0.015 1 0.013 1 0.010 I 0.008 1 0.007 1 0.006 10.004 1 0.004I 4.0 1 0.020 1 0.022 1 0.019 1 0.016 1 0.014 1 0.013 1 0.011 1 0.009 1 0.008 I 0. I 0.005 10.04 10.003 1 0.003
-__ __ _ I - -11
I 1.0 10.12f 10.01091 0.095 1 0.085 1 0.077 1 0.070 1 0.060 1 0.053 1 0.044 1 0.035 1 0.029 1 0.025 1 0.020 1 0.0161 2.0 1-0.063 1 0.054 1 0.048 1 0.043 1 0.039 1 0.035 1 0.030 1 0.020 1 0.022 1 0.018 1 0.015 1 0.013 1 0.010 I 0.008
C 1 3.0 1 0.042 1 0.036 1 0.032 1 0.028 1 0.026 10.023 1 0.020 10.018 1 0.015 1 0.012 1 0.010 I 0.008 1 0.007 1 0.0051 4.0 1 0.031 1 0.027 1 0.024 1 0.021 1 0.019 1 0.018 I 0.015 1 0.013 1 0.011 I0.009 10.007 I0.006 10.005 1 0.004* I 5.0 1 0.025 1 0.022 1 0.019 1 0.017 1 0.015 1 0.014 1 0.012 1 0.011 I 0.009 1 0.007 1 0.006 I 0.005 1 0.004 1 0.003
I 1.0 1 0.133 1 0.117 1 0.105 1 0.095 1 0.087 1 0.080 1 0.070 1 0.062 1 0.054 1 0.044 1 0.037 1 0.033 1 0.026 1 0.0221 2.0 1 0.067 9 0.059 1 0.052 1 0.048 1 0.044 1 0.040 1 0.035 I 0.031 1 0.027 1 0.022 1 0.019 1 0.016 1 0.013 1 0.011
D 1 3.0 1 0.044 1 0.039 1 0.03S 1 0.032 1 0.029 10.027 1 0.023 1 0.021 1 0.018 1 0.015 1 0.012 1 0.011 1 0.00 10.0071 4.0 1 0.033 10.028 1 0.020 1 0.024 1 0.022 1 0.020 1 0.018 I 0.016 1 0.013 1 0.011 I 0.009 1 0.008A10.007 1 0.006I 5.0 1 0.027 1 0.023 1 0.021 1 0.019 1 0.017 1 0.01 1 0.014 1 0.012 1 0.011 1 0.009 1 0.007 1 0.007 10.006 1 0.004
F__ ~ ~~~ I i i i t I I I I I I I I II 1.0 1 0.0157 1 0.142 1 0.130 1 0.120 1 0.112 1 0.105 1 0.094 1 0.085 1 0.075 1 0.063 1 0.055 1 0.049 1 0.041 1 0.0351 2.0 1 0.079 1 0.071 1 0.065 1 0.060 90.0W 1 0.053 1 0.047 1 0.043 1 0.038 1 0.032 1 0.025 10.025 1 0.020 9 0.018
E 1 3.0 90.052 10.047 10.043 10.040 1 0.037 1 0.035 1 0.031 1 0.028 10.025 1 0.021 1 0.01 I 0.018 9 0.014 10.012I 4.0 1 0.039 10.036 1 0.033 I 0.030 1 0.028 1 0.026 1 0.023 1 0.021 1 0.019 I 0.016 1 0.012 10.012 10.010 I 0.009I -I -I --I-I-I I I I II I-+-f-- - I-IlII 1.0 10.196 1 0.182 1 0.171 1 0.101 1 0.152 1 0.145 .1 0.132 1 0.122 1 0.110 I 0.095 1 0.084 1 0.07M 0.064 1 0.056
F 2.0 90.098 90.091 1 0.085 1 0.080 1 0.076 9 0.072 1 0. 1 0.01 1 0.055 10.047 1 0.042 1 0.038 1 0.032 1 O.289 1 3.0 10.0 90.081 10.057 1 0.054 90.051 10.048 10.044 10.041 1 0.037 1 0.032 1 0.028 1 0.020 1 0.021 1 0.018
, || , .. ..
I..
-- - -- 7 ---- -------- -----S 4 8 .C f______ ____ S
___________ _ g t 2~~-~..- . c~. .
98Q84~~ o - pw
r [
.a C,
t ~~~~~~~~~~~~~~ . 3- i
C.
co~~~,j
Projected Traffic on the Proposed Expresaay
Table 4-2-3 (Veh. /h)
Year |____l_ _ Tim _1 = _ _I,_,! Pl'gi* thxiagm H -na- w Ti ntou
Day 170 239 323 340 329 298 182_____llbicle Night 57 80 108 113 110 99 61
Nediursized DBY 90 125 170 180 174 158 96
Vlehicle Nisht 30 42 57 60 58 53 32
Larwe Vehicle 36 51 68 73 70 63 39_ ______llehicle Night 12 17 23 24 23 21 13
iDa 234 312 428 457 473 435 241
S___ll_Vehicle Night 78 104 143 152 158 145 80
2000 Nedium-sized Day 115 154 211 225 233 215 119Vehicle
Night 38 51 70 75 78 72 40
Day 54 73 100 106 110 101 56Night 18 24 33 35 37 34 19
Day 611 510 706 740 785 598 381Sal1 Vehicle _____Vehicle Night 204 170 235 247 262 233 1I7Nedluirsized Day 25 202 307 321 341 320 165
2005 VehicleNight 88 74 102 107 114 107 55
Owo Vehicle Day ISO 125 174 182 193 181 93
Night 50 42 58 61 64 60 31
Day 856 751 1018 1038 1127 1051 568
S___ll_Yehicle Right 285 250 339 346 367 350 189
Nediuwsizad Day 333 293 396 405 439 410 2212010 Vehicle
Night 111 98 132 135 146 137 74
Day 233 204 278 283 307 287 155Larg Vehicle
Night 78 68 93 94 102 96 52
Day 1170 1079 1435 1440 1602 1498 816Sall Vehicle 4
I Nidlt 1 390 360 478 480 534 1 4S9 zm I7
eIediu-sized Day 400 368 490 492 547 512 2792015 Vehicle _____
2015 _Vehicle Night 133 123 163 164 182 171 93
Day 363 317 424 425 470 442 236large Vehicle
-Night 121 106 141 142 157 147 79
Projected Trarf'id Sound Level In 1997Table 4-2-4 Unlt dB(A)
Sound Level oad Sec- I Guokeng- I Chenzhou- I Yul ing- I Pul i- I Mbxi4ns- I Hou'an- I Tianuou-Distanoe tion 1. I I I I Ifrom the Road OC) I Qienzhou I Wuiins I Puli I Nxianh I Hou'an I Tanewo I I3anlintou
Day 66.40 | 67.89 I 69.17 I 69.44 | 69.28 I 68.84 I 6B.7210 I I I I I I I i
INIght 1 58.94 1 60.44 1 61.75 I 61.95 I 61.78 I 61.38 1 59.27I-I I I I -I -I II Day 1 63.27 I 64.76 I 66.04 I 66.31 I 66.15 1 65.71 I 63.59
20 1 1 1 1 1 1 1 1INlght I 53.18 1 55.30 1 56.61 1 58.81 1 56.65 1 56.24 I 54.13
-I I I I I I - 1I Day 1 59.41 1 60.90 I 62.17 1 62.45 1 62.28 1 61.84 1 59.72
40 1 1 1 1 1 1 1 1I Night 1 47.53 1 49.03 I 50.34 I 50.54 1 50.37 1 49.97 1 47.86-I I I -I -- I -- I----- I
I Day 56.97 1 58.46 1 59.74 1 60.01 1 59.85 1 59.41 1 57.2960 1 1 1 1 1 1 1 1
I Niht I 43.56 1 45.05 I. 46.37 1 46.56 1 46.40 I 46.00 I 43.88I- I I I I I I ~ IIDay 155.20 156.69 157.96 1 58.24 158.07 157.83 1 55.51
80 1 1 1 1 1 1 1 1I Nl8ht 1 40.65 1 42.14 1 43.48 1 43.68 I 43.49 1 43.09 1 40.97f- . . , . . tI Day I 53.80 1 55.29 I 50.57 1 56.84 56.68 1 56.24 1 54.12
100 I I I I I I I IJ Night 1 38.36 I 39.85 1 41.17 1 41.36 1 41.20 1 40.80 1. 38.68
* ~~ fI I I I I -I I II Day I 52.65 1 54.14 1 55.42 1 55.89 1 55.53 1 55.09 1 52.97
120 1 I I I I I I II Night I 36.47 1 37.98 I 39.27 1 39.47 1 39.31 1 38.90 1 38.79-I I I I -I - I--- I
. I Day 51.24 52.73 54.00 54.28 1 5.11 1 53.67 1 51.55150 I I I I
INight I 34.13 1 35.82 1 36.94 1 37.14 1 36.97 1 36.57 1 34.45
I Day I 50.108 1 51.5 1 52.84 1 53.12 1 52.95 1 52.51 1 59.39180 1 I I I I I I I
I Night 1 32.21 1 33.70 1 35.02 1 35.22 1 35.05 1 4.65 1 32.53__ __ __ __ __ __ __ __ __ __ __ _ . I ._ _ _ _ _ _ _ I . ._ _ _ _ _ _ _ .. _
9 . S
PtwJected Traffic Sound Level in 2000
Table 4-2-5 Unit: A)
Som d Level os S- I Guokeng- I Cher- I Wuling- I Puli- I lhxlang- I Hou'an- I Tlancuo-Dist n o tionI I I I I I Ifro the Road(O I ChenzhouI VulingI Puli I hxianrI Hou'an I Tianwo I Guanlintou
,I I I -I I ._II Day 1 67.88 1 89.17 1 70.53 1 70.80 1 70.98 1 70.59 I 68.03
10 I I I l I I I II NIht I 80.48 61.72 I 63.10 I 63.38 63.58 I 63.22 I 80.87
I Day 1 64.75 I 68.03 I B7.40 1 67.67 1 67.82 1 67.481 64.9020 1 1 1 1 I I I I
I Niinht 1 55.32 1 56.58 1 57.96 I 58.23 1 58.44 1 58.08 1 55.54
I Day I60.88 1 62.17 1 83.54 1 63.80 1 63.96 1 63.59 1 61.0340 1 1 I I I I I I
I Niht I 49.05 1 50.30 1 51.69 1 51.95 1 52.17 1 51.80 1 49.26I-I . I I - I -I I II Day I 58.44 I 59.73 1 61.10 1 81.37 1 61.52 1 61.16 1 58.59
60 1 I I I I I I II Ninht 1 45.07 1 46.33 1 47.71 1 47.98 1 48.19 1 47.83 I 45.29
Du I 56.87 1 57.96 1 59.33 1 59.59 1 59.75 1 59.38 56.8280 I l I I l I l I
INight I 42.17 I 43.42 1 44.80 1 45.07 I 45.29 1 44.92 1 42.38
I Day 1 55.28 1 56.56 1 57.93 1 58.20 1 58.35 1 57.99 I 55.43100 I I I I I I I
I Ninht 1 39.87 1 41.13 1 42.51 1 42.78 1 42.99 1 42.03 1 40.09I- I I -I-- - ---II II Day I 54.13 1 55.41 1 56.78 1 57.05 1 57.20 56.84 I 54.28
120 I I l l l I I II Nisht 1 37.98 1 39.24 1 40.62 1 40.89 1 41.10 1 40.74 1 38.20
* § ~H I -1- -I I ----- II Day I 52.71 I 54.00 1 55.37 1 55.63 1 55.79 1 55.43 I 52.06
150 1 I I I I I I IINisht I 35.65 1 36.90 1 38.28 1 38.55 1 38.76 1 38.40 1 35.88
_ l l l-I I -- --. lII Day 1 51.55 I 52.84 I 54.21 1 54.47 1 54.63 1 54.27 1 51.70
180 1 1 1 1 1 1I Nisht 1 33.73 1 34.98 1 36.36 1 36.63 1 38.84 1 36.48 1 33.94
. ~ ~~~~~~~~~~ ._ _ _ _ A.L _ _ _ _ _ ± . ..__ L _ _ _ _ _ _ _ _ _ _
Projected Traffie Sound Level In 2005
Table 4-2-6 Un it: dB(A)
___ Sound Level'cd Sew- I Guaken8- I lnhou- I ullng-. I Pull- I Hexlan- I Hou'an- I Tiancuo-Dlstmnoe X tion I I I I I Ifru.s the Road (a) I Chenzhou I Vuling I Pull I Ihxian I Bou'an I Tlancuo I Cuanlintou
I Day I 72.02 1 71.23 1 72.66 1 72.85 1 73.11 1 72.80 1 69.9510 1 I I I I I I I
I Nisit 1 64.64 1 63.88 1 65.28 1 65.50 I d5.73 1 65.42 1 62.59
IDay 168.89 168.10 169.53 169.72 1 69.98 1 69.67 1 66.8220 11 1 1 1
INight 1 59.51 1 58.75 1 60.15 1 60.36 I 60.59 1 60.28 1 57.441-- . 1- 1 1 I I II Day 65.02 1 64.24 165.66 165.86 66.11 1 65.80 I 62.95
40 11 1 1I Nisht 1 53.23 1 52.47 1 53.87 1 54.09 1 54.32 1 54.01 1 51.17
I Day 1 52.58 1 61.80 1 63.22 163.42 63.68 63.38 160.5200 I I I I 1 1 1 1
I Nlsht 1 49.25 1 48.50 1 49.90 1 50.12 1 50.34 1 50.04 1 47.19I .--- f I I +_ I I- f-I Day I 60.81 I 60.03 I 61.45 1 61.65 I 61.90 1 61.59 1 58.74
80 1 1 1 1 1 1 I II Night 1 46.35 1 45.59 1 48.99 1 47.21 1 47.44 1 47.13 1 44.29I -I I I I I _ I I DYI 59.42 1 58.63 1 60.06 1 60.25 1 60.51 1 60.20 1 57.35
too I I I I I I I IINlsht I 44.0 I 43.30 1 44.70 1 44.92 1 45.15 1 44.84 1 41.99I II I I I ' -I Day I 58.27 1 57.48 1 58.91 1 59.10 1 59.36 I 59.05 1 56.20
120 1 1 1 1 1 1 1 1I kisht I 42.17 1 41.41 1I 42.81 43.02 1 43.25 1 42.94 1 40.10I I I I __ I .I I I_I Day 58.85 1 56.07 1 57.49 I 57.69 1 57.95 1 57.63 1 54.79
150 1 1 1 1 1 1 1 IIHisht 1 39.83 1 39.07 1 40.47 1 40.69 I 40.92 I 40.61 1 37.77
I D8 I 55.69 154.91 1 56.33 1 55.53 1 56.79 1 55.47 1 53.62
I Hisht 1 37.91 1 37.15 1 38.55 1 38.77 I 39.00 1 38.69 I 35.85I __ _ _ _ I. _ _ _ _ _ _ _ t _ _ _ _ _ _ _ I __ _ _ _ _ _ _ I I * ,
Projected Traff ic Sound Level In 2010
Table 4-2-7 UnIL: dB(A)I ~ ~ ~ ~ ~ ~ ~ ~~~~~~~~~~~ I I -1
Sbud Lay.! ai Sec- I Guokewn- I Chiendiou- I Vuling- I Pull- I Naxiang- I Hou'an- I Tiancuo-Distanoe \ tionI I I I I Ifro the Road ( ) I ienzhou I Uulli I Puli I xlamng I Hou'un I Tiancuo I Gunlintou
I D.Y 1 73.84 I 73.07 1 74.40 1 74.49 1 74.84 1 74.54 1 71.8710 I I I I I I
I Niiht 1 68.30 1 65.78 1 67.12 1 87.18 1 87.54 1 67.26 I 84.60I I . I I I -- -I Day 1 70.15 1 69.94 1 71.27 I 71.35 I 71.71 1 71.41 1 68.74
20 I I I I I I I II Nisht 1 01.22 1 e0.64 I 61.98 I 62.05 1 62.40 1 62.13 1 59.48I- I I I I I -I II DayI 66.64 I B6.07 1 67.40 1 07.49 1 67.84 1 67.55 I B4.87
40 1 1 1 1 1 1 1 1I NiNht 1 54.95 1 .54.37 1 55.71 1 55.77 1 55.13 1 55.85 I 53.19
I Day 1 64.21 1 63.64 1 64.97 1 65.05 1 85.40 1 85.11 1 62.4360 1 1 1 1 1 1 1 1
INlsht I 50.98 1 50.39 I 51.74 1 51.80 1 52.15 1 51.88 1 49.21I~~~~ I I 1 - I -I I
I Day 1 02.43 1 61.8 1 63.19 1 63.28 6 03.63 1 63.34 I 80.6080 1 1 1 1 1 1 1 1
I Ninht 1 48.07 1 47.49 1 48.83 1 48.89 1 49.24 1 48.97 1 46.31I- I- I I I -- I II DBy 61.04 1 60.47 I 61.80 I 81.88 1 02.24 1 61.94 1 59.27
100. I 1 1 1 1 1 1 1I Ninht 1 45.78 1 45.19 1 48.54 1 48.00 1 46.95 4 4.88 1 44.01
I Duy 59.89 1 59.32 I 60.85 1 60.74 I 61.09 1 60.79 1 58.12120 1 1 1 I I I I I
I NightI .4388 43.30 I 44.64 1 44.71 1 45.06 44.79 1 42.12.~ ~ ~ ~ ~ 1 I I. I _ I
, I DyI 58.48 1 57.90 1 59.24 1 59.32 1 9.87 1 59.38 1 56.70150 * I I I I I I I
I Night 1 41.55 1 40.97 1 2.31 1 42.37 1 42.72 1 42.45 1 39.78-I I I I I I ~ I I
I wy 57.31 1 56.74 1 58.08 1 58.16 1 58.51 1 58.22 I 55.54180 I I 1 I I I I I
I Ninht 1 39.63 1 39.05 I 40.39 I 40.45 1 40.80 1 40.53 1 37.88.~~~~ ~ ~~~~~~~~~~~~~~~~~~~ ._ ___._ _._._ _ j
Projected Traffic Sound Level In 2015
Table 4-2-8 Unit: dB(A)
"-_Sbund Level URoaedSec- IG okeng- IOie ahou- IVulins- IPuli- Ilbxlang- I Hou'an- ITiancuo-Distanoe \tioni I I I I I Ifrom the loed (a) I Oienzitou I Wuliwg I Pull I ?bxianu I Hou'an I Tlancuo I Cuanlintou
I I I I I I II DoY I 74.51 1 74.01 1 75.28 I 75.27 1 75.72 1 75.45 1 72.78
10 I 1 1 1 r I I II Night 1 86.17 1 65.68 I 68.92 1 68.95 1 67.39 1 67.11 1 64.43
I DY I 71.84 1 71.34 1 72.60 I 72.61 1 73.05 1 72.78 I. 70.0920 1 I I I I I I !
I Hisht I 61.50 1 61.01 I 62.25 1 62.27 .1 62.72 1 62.43 1 59.76
I Day 1 68.01 1 67.51 1 68.77 1 68.78 1 69.23 1 68.95 1 66.2840 1 1 1 1 1 1 1 1
I NiKht I 55.26 1 54.78 1 58.01 1 56.04 1 58.48 1 56.20 1 53.53I . I I. .
I Do 1 65.55 1 65.05 1 68.30 1 66.31 1 6f.76 1 68.49 1 63.8060 I I I I I I I I
I Nisht 1 51.28 1 50.77 152.01 . 1 52.04 1 52.48 I 52.20 1 49.52f- I I I I I IIDBY 163.75 163.25 I 64.50 I 64.52 164.96 I 64.69 I 62.00
80 I I I I I I I INiiht 1 48.33 1 47.84 1 49.08 1 49.10 1 49.55 1 49.26 1 48.59
I I ~ ~I I I I I IIDay 1 62.34 161.84 1 83.09 1 63.10 1 83.55 1 63.28 1 60-59
100 1 I I I I I I II Niht I 48.02 1 45.53 1 4U.77 1 46.79 1 47.24 1 46.95 1 44.28
* I I ~ ~~I I I I I I-I Dy 1 61.18 1 60.68 1 61.93 1 61.94 1 82.39 1 62.12 1 59.42
120 1 1 1 ! I I I II Hisht 1 44.11 1 43.63 1 44.88 1 44.89 1 45.33 1 45.05 1 42.37
I I ~ ~I I _ I I I IIDy 1 59.75 1 59.25 1 60.50 1 60.52 1 60.96 1 60.69 1 58.00
150 1 1 I I I I I IIRisht 1 41.76 1 41.28 1 42.51 1 42.54 1 42.98 1 42.70 1 40.03I- I I4 I- I -It II Day I 58.58 1 58.08 1 59.33 1 59.34 1 59.79 I 59.51 I 58.82
180 1 1 I I I I I IINisht I 39.83 I 39.35 1 40.58 1 40.61 1 41.05 1 40.77 1 38.09
_. ~ . . . . . L L i _____________ I,.________-- - - - - I I
Distribution of mbimnt Noise at Interehu
hmuiriig Value of Noiseat Appromh of Ahr-m BDridg in Jim!
Table 4-2- Unit: B(A)
I lotion L L 'I L. 'I L. I L.b 1 bw I
I UnrBridke I 77 1 70 1 64 173.74 1 5.23 1
I 1 76 1 68 1 44 172.35 14.62 1I 1 76 1 69 1 63 174.68 15.19 II I 84 1 72 1 64 181.2 1 7.46 1I Loction 1 71 1 66 I 62 168.2 1 3.88 1I 1 71 I 60 1 54 171.72 17.2 1I I 66 I 60 I 55 163.2 1 4.74 1' 1 68 1 54 1 50 1 639 I 6.88 I- I 75 1 66 I 60 182.0 1 7.6 1I= I I1FrcaBridge 50 a I 64 1 60 1 57 1 60.8 I x2.92 I
I 1005 62 I 58 I 53 IS9.1 1 3.45II I- -I -I -I -I
200 1 59 1 57 1 55 1 58.2 1 2.46 1
I 300a I 61 1 57 1 55 1 59.7 1 2.78 140 I 1 1- 1 1 1
I 400. I 58 1 56 I 54 1 58.8 I 1.94 II . . . . . .
- 4~~~~~
Nolse Farting in Suintive Sites Along the Route In 2015
* Table 4-2-10 Unit: pB(A)
I Ditaoe froa the Robd W I 10 1 20 1 40 I 60 1 80 1 100 1 120 I 150 1 180 1I . . I I . . , iI Xifu IDa 1 74.7 1 72.2 1 68.8 I B.9 I B5.8 I 64.2 I B4.2 1 3.6 I 63.1 1
I Nisht 1 66.5 .1 62.2 1 57.8 1 56.0 1 54.8 1 54.8 1 54.6 I 54.4 1 54.4 1
I Yumnqlmn I Day 1 74.6 1 72.0 I 68.5 IBB.4 I B5.0 I 63.9 1 63.2 I 62.3 1 Bl.7 1I I Night I 6B.2 1 61.6 1 55.7 !52.3 1 50.1 1 48.7 1 47.8 1 46.9 I 4.4 1
I COidou |Da 1 74.1 1 71.4 I 67.8 1 65.5 I 04.0 1 62.7 I B.8 1 60.8 I 60.0 II ItNiiht Iff5.8 1 61.2 1 55.7 1 52.7 1 51.0 1 50.1 1 49.5 1 40.0 48.7 1
I Gueang I Day 1 74.2 1 71.6 1 68.2 1 06.3 I 65.0 1 B4.0 I 63.4 1 62.7 12.2 1I in Xindian I Nisht 1 65.2 1 2L5 1 59.0 1 57.9 1 57.5 1 57.3 1 57.2 1 57.1 1 57.1 1
I Chidisn Day 1 74.1 1 71.6 I 68.1 1 66.1 I 64.7 1 63.7 1 63.0 I 62.2 I 61.6 II I Nidht 1 66.0 I B1.8 1 57.6 1 55.9 1 55.2 1 54.8 1 54.7 1 54.5 t 54.4 1
ZFaullire I Dhy 1 74.0 1 71.4 I 67.7 1 65.4 I B3.8 I 62.4 1 61.5 1 80.4 1 59.5 1i I Night 1 65.8 I 61.2 1 55.4 1 52.3 1 50.3 1 49.2 1 48.5 1 47.9 1 47.5 1
I TJulin Dhy 1 74.1 1 71.4 1 67.8 1 65.6 1 64.0 1 62.8 1 61.9 1 60.9 I 60.1 II I Nisht 1 5.8 1 61.2 1 55.8 1 5L2 1 51.3 1 50.4 1 49.9 1 49.4 1 49.2 1
I Banwei I Dwy 1 75.3 1 72.7 1 69.0 1 66.6 1 65.0 1 63.7 I B2.7 1 61.6 1 60.7 1I I Nisht 1 62.0 1 57.7 1 52.3 1 50.3 1 49.4 1 48.9 1 48.6 1 48.4 1 4.3 r
I~~ ~ ~ ~ ~ . , 1 I ZJiuuMi I Day 1 75.5 1 73.0 1 69.7 1 67.8 1 65.5 1 65.7 1 65. I B4.5 1 64.1 1
I INiht 1 62.7 1 59.0 1 56.5 1 55.8 1 55.6 1 55.5 1 55.4 1 55.4 1 55.3 1I I + I Guowei I Day I 75.3 1 72.7 1 69.0 1 66.7 1 65.1 1 63.9 1 62.9 I B1.8 I 60.9 1I I Night 1 62.0 1 57.3 1 52.7 1 50.8 1 50.0 1 49.4 1 49.2 1 49.2 1 49.1 1I I I I- -- I- - -I - -I -I Xichun I Day 1 75.3 1 7I27 1 69.0 1 66.6 1 64.9 1 63.7 1 62.7 1 61.5 1 60.6 1
IINiaht 1 67.1 1 62.5 1 56.5 1 53.4 1 51.5 1 50.3 1 49.6 1 48.9 1 48.6 1
I Hoube I Day 1 75.6 1 73.1 1 69.9 1 68.1 I ff7.0 1 66.3 1 65.7 1 65.2 1 64.8 1I [ Night 1 67.4 1 63.3 1 59.2 1 57.7 1 57.1 1 56.9 1 56.7 1 56.6 1 56.5 1I I +- -II- ----- I -I I-- I I I~- II Xiashaxi h Day I '5.4 1 72.7 I 69.1 1 M6.8 1 65.2 1 64.0 1 63.1 1 2.1 1 61.3 1I I Night 1 67.1 1 62.5 1 57.0 1 54.1 1 52.5 1 51.6 I Sl.l 1 50.6 1 50.4 1
(to be continued)
Noise Forcsting In Sensitive Sites Along the Route in 20J15
Table 4-2-10 (ConLinued) Uni t: CUIB)
IDistence fomB the Road W I 10I210 5 18
I Zengling Do~ 1 75.4I172.7 1 9.0 1 W.71 ra. I1I63.9I162.9 1 M.8 I61.0 II IN~~~~~isht 1 67.1 I 62.5 I 56.8. 1 53.8 I 52.1 I51.1I 1 50.5 I 50.0 I 40.7 I
I Hucwochun I Day 1 75.7 173.2 189.4l673.1 I 1 5.4 164.2 163.1 162.0 161.1 1I ~~~~~I NishtI167.5 162.8 1 57.I5I 3. a I52.2I150.7 149.9I140.3 1 48.9 1
I iztouohun I Day 175.8I73MA4ISO.8 I67.8BB68.4I165.5 164.7I164.0 163 .4I11 NightIS 7.6 163.2 15S8.4 1 56.3 155.4 1 54.7 154.5 1 54.2 1 54.1 1
I Shimxm I Day 1 75.8 1 M.2 169.5 167.3 1 5.7 164.5 163.5 162.5 1 M.7 II ~~~~~I Night 167.5 C. 91 57.4 154.5 153.1 152.0 151.4 151.0I150.7I1
I Daitou I1Day 75.7 173.1 169.2I166.9 1 5.1 163.7 162.6I5 1.2 160. III ~~~~I Nisht I 67.4 1 62.7 1 56.6 I 52.8 I 50.6 I 48.3 I .4658 I 45.4 I 44.4 I
I ThuziIing I Dy 1 75.7 173.1I169.3 166.9 165.1 163.8 162.7I5 1.4I160.3 1I I~~~~~1NightIfl67.4 162.7 156.7I153.0 150.8 148.7 147.4 146.2 145.3 1
I Hou'anchm 1Day I75.5 172.9 169.1 166.7 1 5.0 163.71862.7 161.5 160.5 1I IN~~~~1 ight 167.2 162.7 157.3 154.6 153.2 152.4 151. 9 151.5 151.3 1
I Tianaw Day I 72-9I170.3 166.7 164.5 1 M.1 62.0 161.261600.3I159.7 1I I~~~~1Nisht I64.5 60.2 155.0 1 5251 51.3 150.6I150.3 1 5100140.8 1
I Liucmo D 1Dm I72-8 170.1 166.4I63f.9I 2.2 160.8I159.7 15B. 4 157.3 1I I~~~~~1Niuht 1 4.4 159.9 153.7 150.0 147.6I145. 1 44.6 143.3 142.5 1
I Dongzi IDay 1 729g1 70.3 166.7 164.5I53ELI62oII CO16.2 S8.3 159.7 1I I~~~~~1Niuht I 64.5I W I55.0 I52- 5 151.3 150.6I150.3 1 D.0 149.8 1
IShnwecidm Ih DB I72.9 1 M.3 1 6.8 164.7 1 83 I 624 161.6 I GIL8I60.2 1I I~~~~~1Night I 64.6 I 60.3 1 55.3 1 53.1 I 52. le 51.5 I 51.2 1 51.0 I 50.8 I
I Gmuiingta I Du I 72.8 17M. I166.4 164.0I6 2.2I160.9 159.8 15B.6 157.5 1I I~~~~~1Rifit 164.4 150.9 153.8I150.3 148.0I146.5 145.4I144.4 143.8I1
I Dumiu I Do 1 72.8 1 M.2 166.5 164.1 162.5 161.3 160.2I159.1I158.2 1I I~~~~~1Night 1 4.5 160.0I154,2 151.0I140.2 148.1 147.4 146.7 146.4 1
Qudiu-Xaiuen SeeLIon of the Fuzhou-)aimn Expnswy
lhe Villase List within 100. from the RoadTable 4-2-12
I Serial I Kme of I lath f Sound- I uer of Siake Reettlnt I Remrks IINuberINatural ViIlua Iproof (W) I (withlin3 m)I I
I 1 1 ~~ ~ ~ ~~I I I .1I I I Zhunwn 1 250 I K0.3-0.5 1 3000. I I
1 2 I Xumni I 400Dx2 I RZ.25-2.4 I / I
I3 I Yulang I 20x2 1 [.7-3.9 1 000 e2 1-4 I I I 4 I1 4 1 Dongxins I 100 I O.5-4.4 I 000 e I I
1.-I.~~ ~ I .+ + 5 I Yumnhou I 200 I [B.8-7.0 1 4000.2 I 1
I 6 I Ziumtou.Shipu I 250 I [7.0-7.45 1 3000.2 e I
1 7 1 Yuwqian I 20Dx2 1 Interchab I / I Viadrt I
1 8 Chenzhou I IS0x2 1 [CB.7-9.0 5000 e I Viadut 1
I 9 I Xindian.Jengxi I 500 I [12.5-12.7 I 1000 e I I
I10 I Guokeng 1 400 1 K13.25-13.45 1000 e I1- I I + I .I
1 11 I Zenacun 1 150 IC13.55-13.8 I 3m0002 1 1r r I 1 . 1
1 12 1 Shntou 1 200 1 It3.5- 15.6 11000 I I
113 1 Shwulong 1 200 I [21.3-21.55 12000.2I Il I . l l I I *
I14 1 Banwei 1 200 1 [23-22.4 1 / I I
I 15 1 DhJmi I 200 I K355-23.85 1 2000 I Ii . . -- . . .
I 16 I CiYmn I 200 I [25.25-25.35 I / I II + 1 i I I I
17 1 Neiken 1 200 I [27.75-27.8 I / I I
I 18 I Hoim 1 150 1 [28.25-28.34 1 / I I
I 19 I Shnlin 1 500 I [31.05-31.2 1 800 . I I
1 20 1 Keiae,cn I 250 I31.6-31.85 1 2400 e. II , I ~~I I * . I
I 21 Lazi 1 250 1 32.65329 1 2500 e I
1 22 IShuzling.Xivei I 400x2 I .0-33.4 1 200e 1. I
1 23 I Gouei.7 Z_ai I 2DOx2 1 [3L2-34.4 1 9 000e I II I ~ ~~I I II
I 24 I Xidua I 100 1 [35.25-35.35 1 / I I
1 25 1 inlong 1 200 1 K37.05-N.85 1 3000 e I Priz Shool I---- -I .I ' I I
- I 2B 1 Shnlaw 1 250 1 37.8-38.11 / I I
-To be entiua&
Qunrou-Xinon Setion of Fgw-au-Xbim Ex _essw
Ihe Villie List within 100. fru the Raid
Table 4-2-12 (Continued)
I Seial I NM of ngth of Sound- I Ngber of Stake I Resettlemnt I RewIm II Nu I NeItaI Village I proof (a) I I(within 30) I f-I I IIII1 27 I Zencuo,Sucuo I 200x2 1 [38.B-38.8 1 300' I I.- * _ I F __ I
1 28 I Shantou 1 150X2 1 140.95-41.1 I 4000. 1 I* , -. * I + I
1293 I Dapu 1 500 1 141.8-42.3 I / I Ii-I + I I . II 30 Jincuo I 400 1 K42.5-42.95 1 / I
1 31 I Xipu 1 150 I [43.5-43.65 1 J I I
1 32 I Xiahouba 1 200 1 144.3-44.5 1 2500.Z I Prim Scol IF- * I F +
I 33 I Xiahxi 1 200 1 [46.6-46.8 I 2500.' I
134 1 Timannu 200 I K47.25-47.45 I 1500e I
1 35 1 Ihmnulu 1 200 1 149.S9-50.0 I IPrim Sahool IF-I I r* . I
1 36 I Kixianhu 1 200 1 K52.0-52.2 I 1000.' If- . I . . 4 It i - r t i 1 37 I Zenglin 1 200 1 153.3-53.5 I 150 I
1 38 I O 150 K 154.85-55.0 I 10O.Iz I IF I . , - I
39 1 laatou I 500 I Intedige I / I Viadct I| I ~ ~~I . I 4 I
I 40 I Lciniexi 1 250 1 19.55-59.8 1 1000.' I1I- I J I I4 I1 41 I Shiin 1 200 I 00.0-B0.8 I J I I
1 42 I Daitou I 200 I [64.8-65.0 I 1000 I Prie Sdool IF-I . F I . I1 43 1 Shidng I 100 1 [05.25-65.35 1 / I If- . I F . II 44 I Tulaz I 200x2 I OB8.-68.9 I 6000' I1
145 I Guoxi I 250 1 9.0156.25 me00X I-I I I I * I
I4 Liutans 1 400 1 0 .7-70.1 1 6000 I II-I I I I I II471 Douuiki I 310 1 174.8-75.1 1 2000. I I
* I-4 1 1- 4 I I 4 I tuEuo I 200 1 [74.9-75.1 I 3000. I I
149 Tiltu I 30 I175.25-75.55I / I I-I I . I II4I
1 50 I Domgi 1 150 I1 78.9-79.5 I / I
I 51 I Xislinxia 1 190 WI 7.7-79.85 I - IL _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I _ _ _ _ _ _ _ _ .
The Physical and aemical Properties of Hbin Soil Groups Aloi the Bpressuy
Table 4-3-1
I Ssle ISSawlnuIe Nba of IHorIzon I Sawllng. IClay Grain (W) ISlit Grain (2) ISand srain (t) IOrkanic I K II No. I Sit I Soil I IDepth (cm) I (0. 00u I 0.1-0. 002m 2I 0.lo I (X ) I Value II.1 F I - - *_..... I IF I I
01 I Xifu I Lateritlc I A 1 0-15 I 15.89 1 28.76 1 55.34 1 1.35 1 0.22 1I I Shipu I Red Loan I B+C I 15-135 1 28.06 1 26.32 1 45.82 1 0.31 1 0.27 I
, I I I f I I I I 1 I -11 02 IC enzhou I Psddb Re I A 1 0-25 1 19.15 1 37.10 1 43.76 1 2.16 1 0.23 1I I I Soil I BI C 1 25-150 1 31.96 1 33.79 1 34.25 1 1.75 1 0.23 1
'1- 1 1 1 1 1 1 f I -I I1I 03 I Clta I Crion I A I 0-23 1 11.67 1 41.75 1 36.43 1 2.15 1 0.26 1I I I Soil I BC 1 23-220 1 34.43 I 32.37 1 33.57 1 0.42 1 0.29 1
I| 4 I F * I I 4 t II 04 IZhaslln I Laterltlc I A I 0-14 1 16.82 1 37.65 1 45.53 1 2.2! 1 0.23 1I II tauhan I Red Lam I B4C I 14-140 1 27.80 1 37.05 1 35.15 1 1.24 1 0.27 1
I* 11 1 I * I I *I I I05I Pul I Crion I A 1 0-25 1 25.03 1 48.17 1 46.80 1 2.56 1 0.23 1
IShu i tou I Soil BI .BC 1 25-160 1 38.21 1 25.57 1 36.22 I 0.77 1 0.251
I 06 I Zelglin I Lateritic I A I 0-18 I 17.64 1 33.87 48.40 I 1.95 1 0.22 1I I tbxIeu I Red L[m I BC I 18-165 1 24.60 I 30.90 I 54.50 1 0.50 1 0.25 1I I I 1 I I F I I 1 II IXi8oyun- I Coau-te-I A 1 0-13 1 11.98 1 36.38 1 51.19 1.56 I 0.24 I| 07 Ilaw Ixtured red I I I I I I II I l Los I C I 13-105 1 IB.52 1 31.04 1 52.24 I 0.03 1 0.28 1
108 I Putou I ateritle I A 1 0-15 1 22.12 1 35.05 1 42.84 1 1.53 1 0.24 1I Xlke . I Red Loa I B+C I 15-120 1 34.01 1 25.98 1 40.14 1 0.65 1 0.25 1
I* 4 1 1 * 1 4 1 4 I I1 09 I Daitou I LaterlticI A 1 0-17 I 16.06 I 38.25 1 45.69 1 2.72 1 0.23 11 I Xlke I Red Loa I BC I 17-130 1 30.80 1 25.49 1 43.71 1 0.95 1 0.24 11--- 1- 4 1 1 1 1 1 11 10 Tlan I ateritic I A 1 0-20 1 20.12 1 24.09 1 55.80 1.48 1 0.21 1I I I Red La 1 ,C I20-144 34.46 1 20.4S 1 45.35 10.65 10.24 1
I F 1 1 1* I I I I I1 11 IDarap a1Lateritle I A I 0-14 1 27.28 1 40.53 1 32.19 1 2.50 1 0.24 1I . IHoux I IRed Lm I BC 1 14-135 1 36.96 I 24.90 I 38.14 10.92 10.241L ,__, .1 ____ 1 * *- 1. I I L
Rem0 4ms K value In table Is Calculated on beasi of the forwla presented by Villiam In 1990.
8--_- w----------- - -- _---_ ---- -------- _ _- '- 1
C2 ~ ~~
CD ~ ~ ~ ~ ~ ~0 CD C D C 44 lC
--- -------------- --,2 C2
FlIIIng Swctions Vlth Ovr & FillingHeight of the E,pei Id Their Fullin Volut
Table 4-3-3
I Chie I lctien FI lis Volm I a&tof Sidel Gradlient II I I 6') ISlope ( I I
ILerftIl390-910 I Yulmng 1 8000 1 16.5 1 1:1.5 1I 1- I I I-II Rlht K3860'80 I Yul I 8000 1 16.5 1:1.5 II I t I I I Left 4+200-314 I Doarins 1 8S500 1 27.0 1 1:1.5 1
I Riuht K41903041 Donoins I 85500 1 27.0 1 1:1.75 1I. I I . I I KUI140-160 1 Gufu 1 8200 1 15.3 1 1:1.5 1
I [15340-350 I JiaA 5400 1 16.2 1 1:1.5 1
I [154E-540 I Jiasha 1 8200 I 18.0 I 1:1.6 1
I [15+870-890 I Jiash 1 8800 1 19.3 I 1:1.5 1
I IU790-0110 I Shtou t 5400 1 16.2 1 1:1.5 1F I I *. I
I M121 -30 I ti n 1 110352 1 15.5 1 1:1.5 1
I [22+150-380 I Vuling I 72542 I 14.4 I 1:1.5 1I I .----------- I I 125230-350 I Ciyuan 1 43200 1 14.4 1 1:1.5 1I I I I I II 648500 I Ganshi 1 3200 1 14.4 1 1:1.5 1
F ~~~I I * , II K35*350-760 I Vuli 1 90720 I 18.8 a 1:1.75 1I I ._ I. I I K36'600-7i5 ICcweial Fam I 79588 1 20.4 1 1:1.75 1
I 1 B3740-0 I Inlon 28800 - 14.4 1 1:1.5 1
I IS3490-550 I Zwawo m 20800 1 14.4 1 1:1.5 1
I 100700 I Shixim I 28545 1 20.4 1 1:1.5 1IF I I I tI 1 D1400-60 I Shixim Bridse 1 28945 1 20.4 1 1:1.75 1
I K262150-200 I Putou lridce 1 20750 1 18.4 1 1:1.75 1
' 1n71) 1 lIunel 53401 22Z.6 I :. 1.1~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~[1U77400-178*00 I M i I Im 2. 1 1:1.5 I
I i * I i --iI [8-2744614 I Kenai 1 101764 1 21.5 1 1:1.5 1I . . .__ _ _ ._ _ _ _ _ I _ _ _
6 4 6~~~~~~~~~~~~~~~~~~~~~~~6
I~~~~~~~~~~~~~-
- - - -- - - - - - - - - - - - - - - - - - - - --- - ---
| . . - .r~~~~~~-
l : ll r ' | _.| K U -9 g
--
ri~
0t§s_ _ ______._. 0
. ,o o ° _ E f-
_______I.9. [ o X~
0 X0
.0 w o a 8 E
_________~~i
Condition of the Potential Soil Erosion Intewityat emh uuor Borroving Are. along the Emprenway
Table 4-3-6
1 I I Ares of I Forecsting of evey Pater I Ersion II Section I Site I Boring 1 I I Intm ity I
I I I (q.a) I R I K I LS I C xP I CIf .MI.) II I * I I 'I I I I Lichim I Hourm 1 250x100I I 1 1.75 1 187.33 1I Section I I 1 184.83 1 .. 0.27 1 - lxI 1I -I in Quiou I Shipu 1 200x120 1 1 1 2.2 1 1 109.78 1III I I - I I I i
IaChita 1 800x1501 10.29 11.40 1 65.92 1
IlJiniianB I Kerl i 1 800x2 01 0 0.28 1 1.82 1 1 77.74 1
I Lii.n I 00ix l50 1 10.27 1 2.88 1 1 118.83 1I Section I I A 15.27 H 1 I l II I Xiaums 110OX100 I 10.27 1 2.24 1 192.35 1i I I I I I IIII I Binlnsh i I 10X1001 1 0.27 1 2.34 1 1 96.39 1I . . . . . .1 . 1I lunm'n I Puli 1 200x200 1 270.26 1 0.25 1 2.48 1 1xi 1 167.56 1I Secion IIIIIIIII . . . --I I III I Tiang 1 150x150 1 10.23 1 2.15 1 1 123.06 1
I Zenglin I 200x200 1 1 0.25 1 2.54 1 1 158.03 1I I i I F + I
I I Xi n 1 80x80 1 1 0.24 1 1.6 1 1 95.56 13Taan I A I I I II I Longjuexi 1 200x971 1 0.24 l1.77 1 1 105.711I I I 1 248.871 1 I lxi I - II I Putou I 200xlO 1 0.25 11.79 1 1111.36I Section I I I I I-II I Jiaqian lsox 150 1 0.23 1 2.20 1 1 125.92 1
I Daito 1 200x3o I 1 0.24 1 0.98 1 1 58.53 1
I I Hornum 1 250x901 10.24 1 1.701 1 101.53 1I. * * * . * * * I Xiai.n I Ihnei 1 300x551 1 0.24 1 1.79 1 1 106.78 1
Swtion I Kew I I 11 1 1 1I Section I llunswei I 120x 120 1 1 0.24 11.97 1 1 117.BB6IL I__ _ .L * .__ _ * ._ _ * _ _ _ _ _ _ _ _ _ _ _
- ---- a------------ ---------------
BE. iS M 0~~~~~r i-
en Xeffi n -c£ 9' X
C*~~~~I
L----------------------- _--------_-.-- _enls~~~~~~~U lal U1 1 1 w>1 1 1
$ ¢ l l S l E s l m l 8 l B~U' 9 8I -. - 1 8 8 am. l 8 lel.
.~ ~~ 1° 8J2 81 1 l 1 logo9"i
_ _ _ _ _ _ _ _ _ . _ _. __I_ _ _ _ ._ _ . _
ProJeted Pb Settlemnt Volum on Eah Swction Along the 1peaa
Table 44-2
I S cln I GuowS Ik ri J ouIzh Vulinr- IPuli- I lexiang- I Iobm- I Tlacuo- II I m IChou I Vialing I Puli I Iexiung I Hoin I TI.nu I Guanllntou I
t _ . . | I I 'I I *I Traffic Volus 30008 2 25067 1 347D0 1 36374 1 38582 1 38172 1 18721 1I (Veh./Dy) I I I I I I I IF-- _ I - - I + II Pb Scrce Intensity 1 1125.3 1 940.0 1 1301.2 1 1363.0 1 1446.8 1 135B.4 1 72.0 1I (gk. D I I I I . I I II I I 1I 1 1 1 1 I Pb Settlent Volum 1 236.3 I 197.4 1 273.2 1 286.4 1 303.8 1 284.8 1 147.4 1
! WsfY..a) i ! I ! I I !
The Pb Contet Of Soil Alon iaenh-Xian Bpreessy
Table 4-4-3
I'Swling Site I Chenzou I Citang I Hauba I Zenglin III I I I II Raw of Soil I Pady Rice Soil I Criion Soil I Coar-textred Red LIa I lateritic Red l1 I
i Pb (Wh)1 30.6 1 27.3 I 24.2 1 22.3 1
The Cowiced Factmrs of Rice Output at Different Distance Froa the Road
Table 4-4-4
I 1isme(m)I 15 1 30 I s0 IResrks II Factors 1 I I I I
IH I I. I' I Length of Spike ( c) I 25.4 1 21.8 1 23.5 1 1*~ I I. I 1I Nwber of Grain Per Spike I 105.6 1 128.5 1 121.0 1 1
I Dry Veisht Per gain (g} I 19.6 1 18.0 1 20.6 I Half Air Dr I
* Each dBta is a averge of 10 iasurifs values.
.-2
PI~~~~~~~~~~~~~~~~~-------- ----- -- -- -
4~~~~~~~~ o gq ^MiM"r@
CD 1XXia
- a ~ ~ ~ ~ ~ ~ ~ to:g
FAiuilve Volum of Vater Pal lunt Saree frim QX E DremY
Unit:g/s Table 4+3. - .1 T T I...,-
I Pollutant I I I I I I IIRiver ..~ I MD I BOD I Pb I Oils I SS IOveral P IOverll N II S eto I I I I I III
I Jin.iiag I Mxi. 1 34 1 5.6 1 0.08 1 0.6 1 78 1 0.2 1 7.2 1
I River I kArue 1 15 1 1.5 1 0.02 10.075 1 26 1 0.050 1 2.2 1
IJiuii liuxi IMbxim I 4.6 1 0.76 10.012 10.088 1 10.2 1 0.03 1 0.98 II i i-i-1-*-+-+ IRiver I Avere 1 1.7 1 0.28 10.004 10.033 1 3.7 1 0.012 1 0.36 I
IJiuxi River IIhxim 1 3.8 1 0.61 10.009 10.071 1 8.2 1 0.026 1 0.81 1I~ ~ II II --------- I-----I- I II
I in Nan'an IAverwe I 1.9 1 0.30 10.005 10.036 1 4.1 1 0.013 1 0.41 1II , .-I- -*-I - .-.- I.
IXixi River IlMxim I 17 1 2.8 1 0.04 1 0.3 1 39 1 0.1 1 3.6 II i I-i- * - * I I,
Iin Tong'an IAverge 1 .7.7 1 1.27 10.018 1 0.14 1 1.8 1 0.04 I 1.6 1I _______I____ ... L........ L
lncremat Foecasting of Water Pollutant Density in JinJiaiw River
Table 4-5-4 UJniL :w/i
I ~Loaxt Ion I Upper Reaches Wa I Lovwe Reaches (a) I 1 ~ ~ ~ ~~ I I I T 1ITT-
lI tem low 1 25001 4000I6000I800M1I0MOWI 0ioooI 0I 50 I1500o1I 00I1I - i * I *-I--------- i. -- iII Maxima I 0.88 I 0.51 I 0.4 I0.30 I0.22 I0.72 I0.68 I0.54 I0.52 I 0.48 I 0.4 I
IlAverese 1 0.31 I 0.23 I 0. 19 I 0.14 1 o.io 1 0.33 I 0.31 1 0.25 I 0.24 1 0.22 1 0.19; I
IIMailm I 0.11 I 0.08 I 0.07 I 0.05 1 0.04 1 0.12 1 0.11 I 0.09 I0.08 I0.08 I0.071
I lAvugu 1 0.03 I 0.02 1 0.02 I 0.01 I 0.01 1 0.03 I 0.03 I 0.03 I 0.02 1 0.02 I 0.02, I
I lhxiin I 0.011 1 0.0083 1 0.0058 I 0.0051 1 0.0035 I 0.012 I 0.011 I 0.0088 I 0.0084 I 0.00M I0.0053IlOils i2 i.1 4 i + i + i -I l~~Averase 0.0014 I 0.0009 I 0.0007 I 0.0008 1 0.0004 I 0.0015 I 0.0015 I 0.0009 I 0.0009 I 0.000 I 0.000? I
Increest Forecating of Water Pollutant Density In Xlxi River In Tong'an
Table 4-5-5 Un1Lgit
LoaIon IUpper Reaches (it) I Liwer Reaches Wa
Iltem 1~~~~50I150I300 I700I1000 50I150I300 I500 700I
II bxi.u I 1.19 1 1.15 I 1.10 I 1.04 I 1.01 I 1.21 I 1.18 1 1.14 I 1.12 1 1. 08 ICODI 1 i 4 Ii Ii i i-f
lAver... 0.80 I0.5? 0.55 0.51 I0.50 I 0.81 I 0.80 I0.56 1 0.54 I 0.53 I
IJbxi.5 I 0. 20 I 0. 19 I 0.18 I 0.17 1 0.17 I 0.21 1 0.20 1 0.19 I 0.19 1 0.17 IBOD 1 11II I - -II Averas. 0.11 I 0.10 I 0.09 I 0.09 I 0.08 I 0.11 I 0.11 I 0.10 I 0.09 I 0.08 I
I lJbxi.u I 0.021 I 0.020 I 0.019 I 0.018 I 0.018 I 0.022 I 0.021 I 0.020 1 0.020 I 0.0181I Oilsi4 14 I
L ~~~~~ ~0.010 I 0.010 I 0.009 I OX I I 0.000D91 0.010 I 0.010 I Q 9 4~
r
Statistils of Pollutant Intake in Jiuxi River in Nan'an
Tible 4-5-6 Unit: g/s
I \ Iteu I 0D I BOD. Oils Il I ,I . I , I Pollutnt hisaic n 1 Ibxia I Average I Macim I Avw I Maxims I Aveage 1
F~ . ,1 1 . .IIRa.dSirfaoeRunoff 1 3.80 1 1.90 I 0.51 1 0.30 1 0.071 1 0.036 II I I * I 1I Emision fr. Sevi- I 0.89 1 0.69 1 0.25 t 0.26 I 0.25 1 0.25 1Ie Fsci}ities 1 1 1 1 1 I 1
I Total 1 4.49 1 2.59 1 0.87 1 0.56 1 0.321 1 0.286 1I _ _ _ _ _ _ _ _ _ _ _ I _ _ _ _ .1 .1 I _ _ _ _ I _ _ _ _ I _ _ _ __.
99 ! 119 P -
Ic _ 7_ _[ - gv -IB w jx 41- I i r
gL [i F- [ ,7
a 0 - n r I ' 99 -
g - f
2r t
I K -~~~~~~~~~~~~~~~~~~~~~P
I-~~~~~~~~~~~~~0
I
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