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Engineering IR Response

of 14

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ATTACHMENT 4: Vantage Pipes - V Spoon Drain Calculations


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ATTACHMENT 4: Vantage Pipes - V Spoon Drain Calculations

 

 

 

 

D
= 300
= 150
= 0.013
S= 0.015
Surface Width (a) = 300
P= 471.2389
Height over CL (b) = 0
angle = 0
included angle = 180
Area= 35342.92
R= 75
Vel= 1.677908
Flow (Q) = 59
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