Optimasi Lebar Spillway

8/18/2019 Optimasi Lebar Spillway

1/28

NWL = 100 m Panjang Spillway =

Freeboard = 2 m Tebal =

5000 m³/dt arga beton =

Panjang !end"ngan = #00 m "p$tream =

Lebar P"n%a& = 5 m down$tream =

arga timb"nan dam = 50000

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Tinggi!end"ngan

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2/28

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3/28

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4/28

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5/28

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/m³

o$tam

.Spillway

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6/28

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7/28

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8/28

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9/28

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10/28

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11/28

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p,122+0'#5+50(,+

p,1250#*##)51(25

p,12*20)1#21*(1#

p,12+)0'02,')(+0

p,1#1,)'#11'*(5,

p,1##+2)2+'+2(0)


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p,1#,2#5#1*#+(10

p,1#'5'0*1#'5(*1

p,1)0+5+'51)+(55

p,1)##*210+55(*+

p,1)5'1,''2'5('*

p,1)'2+#5'12'(21


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Grafik Optimasi


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20 )0


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ebar Spillway dan Biaya


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,0 '0

Lebar Spillway


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100 120 1)0


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Column H


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1,0


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Optimasi Lebar Spillway

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Transcript of Optimasi Lebar Spillway