onlinechannel07.php:   Critical depth in a circular culvert or pipe


Formulas

θ = 2 cos-1[1 - 2(y/D)]

A = (D2/8) (θ - sinθ)

T = D sin(θ/2)

V = Q/A

(Q2T)/(gA3) = 1



INPUT DATA:

Select:   

Pipe diameter D :  

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Discharge Q :  

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INTERMEDIATE CALCS:

Relative depth yc / D:   
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Angle θ:   
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Flow area A:   
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Top width T:   
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Froude number F:   
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OUTPUT:

Critical depth yc:   
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Critical velocity vc:   
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