According to Chezy's formula, the discharge through an open channel is (where A = Area of
flow, C = Chezy's constant, m = Hydraulic mean depth, and i = Uniform slope in bed)
(A) A × m × i)
(B) C × m × i)
(C) AC × m × i)
(D) mi × A × C)
flow, C = Chezy's constant, m = Hydraulic mean depth, and i = Uniform slope in bed)
(A) A × m × i)
(B) C × m × i)
(C) AC × m × i)
(D) mi × A × C)