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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. \(V_o^{7/2}\) | |