Water Supply Engineering
For determining the velocity of flow of underground water, the most commonly used non-empirical formula is

Darcy’s formula
Slichter’s formula
Lacy’s formula
Hazen’s formula

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Water Supply Engineering
While determining the yield of open wells by the pumping test

Depression head resulting at critical velocity, is called critical depression head
Working head is generally limited to ?rd of the critical depression head
Maximum safe yield of an open well, is expected at critical depression head
Velocity of recharging water, increases with depression head

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