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written 5.9 years ago by |
Chezy's formula.
v=c√mi
where,
v = velocity of flow
c = changes constant
i = bed slope
m = hydraulic mean depth = AP
p = perimeter = b + 2d
A = area.
Discharge through open channel by chezy's formula.
Q = Area x Velocity = A x Y
∴ The chezy's equation becomes
=A×c√mi
OR
Q = Ac √mi