Perencanaan Bangunan Pengatur Dan Pengukur Debit

"ren

a

(m3#dt)

(m)

Tabel 4.3. Perhitungan Pintu Sorong di Saluran Primer b h1 h2 µ k h1#a h2#a (m) (m) (m)

[1] [2] [3] 5.076 0.435 3 Sumber : Hasil Perhitungan

keterangan : 1. data 2. cba-cba 3. 'ebar pintu

[4] 1

[5] 0 .8

[6] 1.204

[7] 2.767

[] 1.106

[!] 2.542

4. grafik hub. h1/a dengan h2/a (kp-04) 7. (6)/(2) 5. ! " 0#80 ($%-02) 8. data (h &a'uran &e 6. data (h &a'uran prier) . (8)/(2)

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2g

"hit

m#dt2

(m3#dt)

[1$] 1.62

[11] 5.076

unde under) r)

10. 2*.81 11. (4)* (4)*(5 (5)* )*(2 (2)* )*(3 (3)* )*(( ((10 10)* )*(6 (6)+ )+0.5 0.5))































"ren

b



h

*

(m3#dt)

(m)

(m#dt)

(m)

(m)

[1] 0.474

[2] 0.88

[3] 0.437

[4] 0.65

[5] 0 .5

,eterangan 1. data 2. data 3. data 4. data

Tabel abel 4.4. 4.4. Perhi Perhitun tunga gan n %lat %lat &ku &kurr 'om 'om b+ 1 h1 1#* (m) (m) (m)

5. tabe' 2.6 (kp-04) (, "  ak&) 6. tabe' 2.6 (kp-04) (bc " 'ebar) 7. (8)/(5) 8. cba-cba

[6] 0.75

[7] 0.840

[] 0.420

. (4)-((3)+2/1.62) 10. (4)-() 11. (6)*() 12. (1)/(3)

[!] 0.410























in di Saluran Sekunder 1 %/ % (m)

m2

m2

[1$] 0.24

[11] 0.308

[12] 1.085

0d

0d.(%/#%)

0

[13] 1.014

[14] 0.288

[15] 1.020

13. 0#3(0#1*(7)) 14. (13)*((11)/(12)) (13)*((11)/(12)) 15. gabar 2.3 (kp-04) 16. (13)*(15)*(2/3)*(((2/3)*.81)+0.5)*(2)*( (13)*(15)*(2/3)*(((2/3)*.81)+0.5)*(2)*(8)+1.5 8)+1.5

"hit (m3#dt) [16] 0.474











































"ren

a

(m3#dt)

(m)

Tabel 4.3. Perhitungan Pintu Sorong di Saluran Terier b h1 h2 µ k h1#a h2#a (m) (m) (m)

[1] [2] [3] 0.221 0.088 0.82 Sumber : Hasil Perhitungan

keterangan : 1. data 2. cba-cba 3. 'ebar pintu

[4] 0 .

[5] 0 .7

[6] 1.013

[7] 11.484

[] 0.82

[!] 10.112

4. grafik hub. h1/a dengan h2/a (kp-04) 7. (6)/(2) 5. ! " 0#70 (a&u&i) 8. data (h &a'uran ter 6. data (h &a'uran &ekunder) . (8)/(2)





















2g

"hit

m#dt2

(m3#dt)

[1$] 1.62

[11] 0.221

&ier) er)

10. 2*.81 11. (4)*(5)* 5)*(2)*(3 *(3)*((10)*(6)+ 6)+0.5) .5)

































%erhitungan 'at kur ip'etti   1 

"ren

h

(m3#dt)

(m)

(m)

(m)

(m)

[1] 0.221

[2] 0.82

[3] 0.27

[4] 0.82

[5] 0.27

b

"hit

(m)

(m)

(m3#dt)

[6] 0.55

[7] 0.733

[11] 0.221

%erhitungan 'at kur h&n





















%erhitungan 'at kur eetdrepe'  b 1 

"ren

h

(m3#dt)

(m)

(m)

(m)

(m)

[1] 0.221

[2] 0.82

[3] 0.27

[4] 0.82

[5] 0.35

b+

"hit

(m)

(m)

(m3#dt)

[6] 0.446

[7] 0.600

[11] 0.221





















Perhitungan imen imenii Talang Talang -

%

"

0.223

2/1 2  1ak& ,drepe'

" " " " "

0.750 0.82 0.100 0.500 0.875



(dari abe')

































Perencanaan Bangunan Pengatur Dan Pengukur Debit

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