Perencanaan Bangunan Pengatur Dan Pengukur Debit

8/20/2019 Perencanaan Bangunan Pengatur Dan Pengukur Debit

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Tabel 4.3. Perhitungan Pintu Sorong di Salura

a bk µ

(m) (m) (m)

[1] [2] [3] [4] [5] [6] [7]

9.783 0.456 5 1 0.8 1.466 3.215

Sumber : Hasil Perhitungan

keterangan :

1. data 4. grafik hub. h1/a dengan h2/a (kp-04)

2. !ba-!ba 5. " # 0$80 (%&-02)

3. 'ebar e'uruh pintu 6. data (h a'uran hu'u)

ren h1h1!a

(m3!dt)


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n Primer

2g

(m)

["] [#] [1$] [11]

1.337 2.932 19.62 9.783

7. (6)/(2) 10. 29.81

8. data (h a'uran hi'ir) 11. (4)(5)(2)(3)((10)(6)*0.5)

9. (8)/(2)

h2h2!a

hit

m!dt2 (m3!dt)


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Tabel 4.4. Perhi

b h * b+

(m) (m!dt) (m) (m) (m)

[1] [2] [3] [4] [5] [6] [7]

0.474 0.988 0.437 0.659 0.5 0.75 0.840

,eterangan -

1. data 5. tabe' 2.6 (kp-04) (+ # , ak) 9. (4)-((3)*

2. data 6. tabe' 2.6 (kp-04) (b # 'ebar) 10. (4)-(9)

3. data 7. (8)/(5) 11. (6)(9)

4. data 8. !ba-!ba 12. (1)/(3)

ren1!*

(m3!dt)


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ungan %lat &kur 'omin di Saluran Sekunder

%/ %0d 0d.(%/!%)

(m) (m) (m)

["] [#] [1$] [11] [12] [13] [14]

0.420 0.410 0.249 0.308 1.085 1.014 0.288

/19.62) 13. 0$93(0$1(7))

14. (13)((11)/(12))

15. gabar 2.3 (kp-04)

16. (13)(15)(2/3)(((2/3)9.81)*0.5)(2)(8)*1.5

1 h1 1

m2 m2


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0

[15] [16]

1.020 0.474

hit

(m3!dt)


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Tabel 4.3. Perhitungan Pintu Sorong di Salura

a bk µ

(m) (m) (m)

[1] [2] [3] [4] [5] [6] [7]

0.147 0.076 0.854 0.9 0.7 0.652 8.535

Sumber : Hasil Perhitungan

keterangan :

1. data 4. grafik hub. h1/a dengan h2/a (kp-04)

2. !ba-!ba 5. " # 0$70 (aui)

3. 'ebar pintu 6. data (h di hu'u)

ren h1h1!a

(m3!dt)


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n Terier

2g

(m)

["] [#] [1$] [11]

0.854 11.179 19.62 0.147

7. (6)/(2) 10. 29.81

8. data (h di hi'ir) 11. (4)(5)(2)(3)((10)(6)*0.5)

9. (8)/(2)

h2h2!a

hit

m!dt2 (m3!dt)


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&erhitungan 'at kur ip!'etti

h b

(m) (m) (m) (m) (m) (m)

[1] [2] [3] [4] [5] [6] [7]

0.221 0.892 0.297 0.892 0.297 0.595 0.733

&erhitungan 'at kur h!!n

h b

(m) (m) (m) (m) (m) (m)

[1] [2] [3] [4] [5] [6] [7]0.221 0.892 0.297 0.892 0.297 0.595 0.641

&erhitungan 'at kur ehb!

h b

(m) (m) (m) (m) (m) (m)

[1] [2] [3] [4] [5] [6] [7]

0.221 0.892 0.297 0.892 0.297 0.595 0.741

ren 1

(m3!dt)

ren 1

(m3!dt)

ren 1

(m3!dt)


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[11]

0.221

[11]0.221

[11]

0.221

hit

(m3!dt)

hit

(m3!dt)

hit

(m3!dt)


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&erhitungan 'at kur eetdrepe'

h b

(m) (m) (m) (m) (m)

[1] [2] [3] [4] [5] [6]

0.221 0.892 0.297 0.892 0.359 0.446

ren 1

(m3!dt)


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Perhitungan imeni Talang -

(m) & # 0.223

[7] [11] # 0.750

0.600 0.221 # 0.892

# 0.100

# 0.500 (dari abe')

# 0.875

b+ hit

(m3!dt)

,2/,1

,2

,1ak

+drepe'


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