Irrigation Engineering [1]
86) According to Dicken’s formula, the flood discharge (Q) in cumecs is given by [where C = Flood coefficient, and A = Area of basin in sq km.]
87) For Madras catchments, the flood discharge is estimated from Q = CA2/3. This formula is known as
88) According to Fanning’s formula, the flood discharge (Q) in cumecs is given by
89) Inglis formula is used for estimating flood discharge for
90) Nawab Jang Bahadur formula is used to estimate the flood discharge of American catchments.
