1.

If V0 is the critical velocity of a channel, its silt carrying capacity, according to Kennedy is proportional to

A. \(V_o^{1/2}\)
B. \(V_o^{3/2}\)
C. \(V_o^{1/4}\)
D. \(V_o^{7/2}\)
Answer» D. \(V_o^{7/2}\)


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