onlinesideditch.php:   Normal depth in a roadside ditch using the Manning equation


Definition sketch
Formulas:


z = 0.5 (z1 + z2)
A = y(zy)
P = y(1 + z12)1/2 + y(1 + z22)1/2
T = 2zy
R = A/P
D = A/T
Q = (k/n) AR2/3S1/2
V = Q/A
F = V/(gD)1/2

INPUT DATA:

Select:    

Discharge Q:      

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Side slope z1:      

Side slope z2:      

Bottom slope S:      

Manning's n coefficient:      

INTERMEDIATE CALCULATIONS:

Units:   
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Gravitational acceleration g:
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Constant k:   
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Wetted perimeter P:   
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Top width T:   
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Flow area A:   
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Hydraulic radius R:   
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Hydraulic depth D:   
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Normal depth yn:   
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Mean velocity Vn:   
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Froude number Fn:   
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OUTPUT:

Flow depth
d =   
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Partial width
a =   
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Partial width
c =   
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0
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