1.

A stable channel is to be designed for a discharge of Q m 3 /s with silt factor f as per Lacey's method. The mean flow velocity (m/s) in the channel is obtained by

A. ( Qf 2 /140) 1/6
B. ( Qf /140) 1/3
C. ( Q 2 f 2 /140) 1/6
D. 0.48 ( Q / f ) 1/3
Answer» B. ( Qf /140) 1/3


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