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Water Supply Engineering

For determining the velocity of flow of underground water, the most commonly used non-empirical formula is________________?

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

A. Darcy’s formula
B. Slichter’s formula
C. Hazen’s formula
D. Lacy’s formula

For determining the velocity of flow of underground water, the most commonly used non-empirical formula is________________? Read More »

Water Supply Engineering

The R.L. of ground water table on the sides of a valley is 1505 m whereas R.L. of the stream water is 1475 m. If 60° slope consists of pervious soil between R.L. 1485 m to 1500 m, the gravity spring may be expected at the point of reduced level_______________?

Water Supply Engineering /
The R.L. of ground water table on the sides of a valley is 1505 m whereas R.L. of the stream water is 1475 m. If 60° slope consists of pervious soil between R.L. 1485 m to 1500 m, the gravity spring may be expected at the point of reduced level_______________?

A. 1500 m
B. 1505 m
C. 1475 m
D. 1485 m

The R.L. of ground water table on the sides of a valley is 1505 m whereas R.L. of the stream water is 1475 m. If 60° slope consists of pervious soil between R.L. 1485 m to 1500 m, the gravity spring may be expected at the point of reduced level_______________? Read More »

Water Supply Engineering