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

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Irrigation Engineering
The flow-mass curve is graphical representation of

Cumulative discharge, volume and time in chronological order
Discharge and time in chronological order
Discharge and percentage probability of flow being equaled or exceeded
Cumulative discharge and time

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