Data Perhitungan H-06

8/16/2019 Data Perhitungan H-06

1/37

H-06 Aliran Melalui Lubang

Kelompok 2

Penanggung Jawab Modul : Fiarjuna Pangesu

!anggal Prakikum : "abu# $% Mei 20$6

Pengola&an 'aa Koe(sien Ke)epaan *+,

Per)obaan +.

!abel H-06/$ 'aa Per)obaan Koe(sien Aliran

'iameer Head *H +oordinae

Lubang *' *mm *mm $ 2

*mm

%00 1 0 0 $00

3 0 $

40 1 0 0 $00

3 0 6 $6

60 1 0 0 $00

3 0 5 $5

%0 1 0 0 $00

3 0 5 $5

20 1 0 0 $00

3 0 4 $4

%00 1 0 0 $00

3 0 $6

40 1 0 0 $00

3 0 4 $5

60 1 0 0 $00

6 3 0 $5

%0 1 0 0 $00

3 0 $

20 1 0 0 $00

3 0 $

Pengola&an 'aa +,

7nuk 8 9 mm

7nuk & 9 %00 mm

& 1 ;

%00 0 0 0 0 0

%00 0 6/2 /06 $/2

%00 $00 2 $ 62 5

%00 $0 6/2 26 $6%/06 $%62/%00 200 $00 %$ $0000 %$00

%00 20 $6/2 2%%$%/06 2$4/5

; 9 12


2/37


3/37

= 52/222 6% 220$/% 5222/222

0/$

+. 9 $b 0/4%%

Pengola&an 'aa +,

7nuk 8 9 mm7nuk & 9 %0 mm

& 1 ;

%0 0 0 0 0 0

%0 0 5/ 5 %/066 $/%5$

%0 $00 2/%$2 $5 46/02 00/000

%0 $0 66/$56 $ %5/2 20$/%5$

%0 200 $$5/6%5 %5 $4%0/40 2/%$2

%0 20 $4/42% 6 5$/00 $264/42%

%0 00 26%/506 5006/20% 2%6$5/6%5

%0 0 60/2% $2 $24$$/4$ %%$6/$56

= $02/%$2 45 224$$/%$ 450/000

0/

+. 9 $b 0/4

Pengola&an 'aa +,7nuk 8 9 mm

7nuk & 9 20 mm

& 1 ;

20 0 0 0 0 0

20 0 5/4$ 4 6$/0 62/00

20 $00 $/20 $4 56/6 62/00

20 $0 50/$ %%/4%4 220/$

20 200 $2/000 2 $62/000 600/000

20 20 $/$ 5 4$%6/5 $%25/4$20 00 24$/20 5$0$/6 254%/50

20 0 42/4$ $0 $%6%/%$0 %56/62

b 9 = ; < ;2

; 9 12


4/37

= $0/50 %$ 24%00/$ $0$$2/00

0/

+. 9 $b 0/4

+. ?aa - raa 7nuk 8 9 mm 9 0/4%$

+. !eori 90/4

K? 9+. Prakikum - +. !eori

1 $00@ 9 $%/$%%+. !eori

Pengola&an 'aa +,

7nuk 8 9 6 mm

7nuk & 9 %00 mm

& 1 ;

%00 0 0 0 0 0

%00 0 6/20 /06 $/20

%00 $00 2 $6 62 %00

%00 $0 6/20 24 $6%/06 $5

%00 200 $00 %% $0000 %%00

%00 20 $6/20 6$ 2%%$%/06 $/20

%00 00 22 4$ 062 $422

%00 0 06/20 $05 54/06 2564/50

= 45 %2 $4266/20 66$/20

0/66

+. 9 $b 0/426

Pengola&an 'aa +,

b 9 = ; < ;2

; 9 12


5/37

7nuk 8 9 6 mm

7nuk & 9 40 mm

& 1 ;

40 0 0 0 0 0

40 0 6/5 4 %/24 2/62

40 $00 26 $5 6 %%5

40 $0 /2$$ 2 0/446 $5$5

40 200 $0 %6 $$040 %4%2

40 20 $6%/%5% 6 250$/ $06$/4%2

40 00 25 42 60% $%2$

40 0 22/64 $04 $02$/ %4$/54

= 2$ 2024/$5 5$65/4

0/%

+. 9 $b 0/4%0

Pengola&an 'aa +,

7nuk 8 9 6 mm7nuk & 9 60 mm

& 1 ;

60 0 0 0 0 0

60 0 6/%% %4/22 62/00

60 $00 24 $5 552 %52

60 $0 62/00 0 06/20 $45

60 200 $$$ %4 $2%6

60 20 $5/6$$ 65 0$%0/4$4 $$6$/%%

60 00 20 45 6200 2$50

60 0 %0/254 $$ $$544/66 $$/%%

= 52 5 220$/% 4026/%%

0/6

+. 9 $b 0/44

Pengola&an 'aa +,7nuk 8 9 6 mm7nuk & 9 %0 mm

; 9 12


6/37


7/37

K? 9+. Prakikum - +. !eori

1 $00@ 9 $%/42+. !eori


8/37

% 6 5 4

$0 200 20 00 0

26 %$ 40 $0$0 200 20 00 0

25 %2 6 4$ $04

$0 200 20 00 0

2 %% 66 45 $$%

$0 200 20 00 0

$ %5 6 $2

$0 200 20 00 0

2 5 $0

$0 200 20 00 0

24 %% 6$ 4$ $05

$0 200 20 00 0

2 %6 6 42 $04

$0 200 20 00 0

0 %4 65 45 $$

$0 200 20 00 0

2 % 5$ 2 $$

$0 200 20 00 0

% 2 52 4 $26

40

$00

$20

*1 9 0/%4466$1?B 9 0/202664

Grafk Hubungan X2/h dan Y Untuk h = 400 mm Saa

Y


9/37

0 0 $00 $0 200 200

20

%0

X2/h

%0

60

40

$00

$20*1 9 0/$$6%%1?B 9 0/25244$


Y

0 0 $00 $0 200 200

20

%0

60

40

$00

$20

*1 9 0/00204%51?B 9 0/25056


X2/h

Y


10/37

60

40

$00

$20

$%0

*1 9 0/%45%641?B 9 0/$4600


Y

0 0 $00 $0 200 20 000

20

%0

60

40

$00

$20

$%0

*1 9 0/005641?B 9 0/%2246


X2/h

:

0 0 $00 $0 200 20 000

20

X2/h


11/37

0 0 $00 $0 200 200

20

%0

60

40

$00

$20

*1 9 0/66%24%461?B 9 0/$66250


X2/h

Y

0 0 $00 $0 200 20 00 00

20

%0

X2/h


12/37

0 0 $00 $0 200 20 000

20

%0

60

40

$00

$20

$%0

*1 9 0/0%$$61?B 9 0/44462


X2/h

Y

0 0 $00 $0 200 20

0

20

%0

60

40

$00

$20

*1 9 0/%044021?B 9 0/44%5%$%%


X2/h

Y


13/37

0 0 $00 $0 200 20 000

20

%0

60

40

$00

$20

$%0

*1 9 0/$$560%41?B 9 0/44426$4


X2/h

:

0 0 $00 $0 200 20 00 00

20

%0

60

40

$00

$20

$%0

*1 9 0/%4$0561?B 9 0/06%6%0


X2/h

Y


14/37


15/37

t ø = 3 mm


16/37

00 0

ø = 3 mm

00 0

ø = 3 mm


17/37

ø = 3 mm

0 %00

t ø = 3 mm

0 %00


18/37

00 0

ø = 6 mm

%00 %0


19/37

0 %00

ø = 6 mm

00 0

ø = 6 mm


20/37

0 %00

ø = 6 mm

%00 %0

ø = 6 mm


21/37


22/37

H-06 Aliran Melalui Lubang

Kelompok 2

Penanggung Jawab Modul : Fiarjuna Pangesu

!anggal Prakikum : "abu# $% Mei 20$6

'aa Per)obaan +onsand Head

'iameer Head .olume !ime

Lubang & Caer . !

*mm *mm *ml *s

%00 50 /02

40 5 /0

60 40 /0

%0 5 /22

20 6 /$2

%00 20 /$2

40 240 /$

6 60 260 /$5

%0 26 /

20 2 /05

Pengola&an 'aa Koe(sien 'ebi *+d

Per)obaan +d

!abel ?egresi Linier +onsan Head 7nuk 'iameer 9 mm

'iameer D ; *&

*' *m

0/0000$% $/%E-$0 0/%0

0/0000$%4 2/2$E-$0 0/4

0/0000$4% 2/$E-$0 0/6

0/0000$%5 2/06E-$0 0/%

0/0000$250 $/6$E-$0 0/2= 0/00005$50 $/0E-0 $/40

$5$55/%0

+d 9 $2gb 0/55

Per)obaan +d

!abel ?egresi Linier +onsan Head 7nuk 'iameer 9 6mm

*m


23/37

'iameer D ;

*' *ml


24/37

+d 9 0/54b / A>2g

!abel ?egresi Linier .ariabel Head unuk 'iameer ' 9 6 mm

&$ &2 ; 9 >&$ - >&2 9 !

0/% 0/4 0/0$6 6/

0/4 0/6 0/0$6 6/60/6 0/% 0/0$5 6/4

0/% 0/2 0/0$5 5/

0/2 0/ 0/0$4 5/

=

%0/5$4

+d 9 0/5b / A>2g

2 / A !

b 9 = ; < ;2

2 / A !

0/0$6 0/0$6 0/0$5 0/0$5 0/0$4 0/0$4

$

$6

$5

$4

$

20

2$

22

*1 9 $206/54$421?B 9 0/0506

Gra(k >&$ - >&2 dan ! saa ' 9 mm

>&$ - >&2

F !

6/%

6/6

6/4

5

5/2

5/%

*1 9 %0/5$42$505521?B 9 0/5%420

Gra(k >&$ - >&2 dan ! saa ' 9 6mm

F

!


25/37


26/37

'ebi

D

$/%% $%/%%$%

$%/4$ 220/65

$/4%2 20/6 'ikon,ersi

$%/64 206/%%

$2/6 $6$/$5$ Ke "auan

6/6%$ 204/$60 "isem "

%/6 2/4$

0/20 22/04

%/5$ 2%5$/5

4/$4 4/%$

;

0/00000000000000000004 0/000000000055556%22

0/0000000000000000000% 0/000000000044$$222%

0/00000000000000000006 0/00000000000%%04$

0/0000000000000000000% 0/000000000050$45605%6

0/000000000000000000026 0/0000000000$5%5050$0/0000000000000000002$4 0/00000000056425%%

0/00000506

D2

*ml


27/37

;

0/0000000000000000$0 0/00000000$24

0/0000000000000000045 0/00000000$$2

0/000000000000000006% 0/000000000$

0/000000000000000006$ 0/0000000004%

0/0000000000000000$$ 0/00000000$04

0/0000000000000000%0 0/000000002%

0/00002426

*s

$/

2$/222$/%4

2$/64

2$/52

6/

6/6

6/4

5/

5/

;

0/00026 2/640 0/26

0/000250 %0/244 0/%

0/000246 %6$/0 0/6

0/0000 %50/022 0/55

0/0002 %5$/54 0/0

0/00$%4 2$0/$%0 $/56

0/00000506

;2

A 9 I/r2

!

;2 2

A 9 I/r2 m2


28/37

0/0$

;

0/00026 %2/20 0/$0%

0/000250 %%/56 0/$$00/000246 %5/%52 0/$$6

0/0000 /52 0/$24

0/0002 /20 0/$$

0/00$%4 2%$/%5 0/4

0/00002426

0/0$

A ! 9 I/r2 m2

;2 2

A 9 I/r2 m2

A ! 9 I/r2 m2

0/0$


29/37

$2/%4

/

0/0$


30/37

Head .olume !ime 'ebi

& Caer . ! D

*m *s *m


31/37

2/%E-0 2/6E-0 2/4E-0 /0E-0 /2E-0 /%E-0 /6E-00/2

0/

0/

0/%

0/%

0/

*1 9 $2$44%/52$4$1?B 9 0/55$$4506

Grafk Hubungan Q2 dan h Saat ø = 6 mm

Q2

h


32/37

Luas !angki 7ama

Luas !angki 7ama


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Date post:	05-Jul-2018
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