A. triangular section with circular bottom for small canals
B. trapezoidal section with rounded corners for large canals
C. rectangular section with rounded corners for large canals
D. both (a) and (b)
E. both (a) and (c)
Correct Answer
both (a) and (b)
Irrigation problems
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1. The ratio of the rate of change of discharge of an outlet to the rate of change in level of water surface in a distributary at its normal depth, is known as
9. According to Kennedy, the critical velocity (V0) in metres in a channel is the mean velocity which keeps the channel free from silting or scouring. Its value is given by (where m is critical velocity ratio and D is the depth of the channel).