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

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Irrigation Engineering
A deep well

both (A) and (B)
has more discharge than a shallow well
is always deeper than a shallow well
is weaker structurally than a shallow well

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