Irrigation Engineering
The scour depth D of a river during flood, may be calculated from the Lacey's equation

D = 0.47 (Q/f)2/3
D = 0.47 (Q/f)1/3
D = 0.47 (Q/f)1/2
D = 0.47 (Q/f)

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Irrigation Engineering
A counter berm is

A vertical benching provided on the outer edge of the bank
A horizontal benching provided on the inside slope
A horizontal benching provided on the outside slope
A vertical benching provided on the inner edge of the bank

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