Civil Engineering - Water Resources Engineering - Discussion

Discussion Forum : Water Resources Engineering - Section 2 (Q.No. 39)

Water Resources Engineering

39.

While determining the yield of a gravity well by pumping, the depth of water table in two tests wells at distances r₁ and r₂ from the centre of the main well were found to be s₁ and s₂ respectively. Assuming the coefficient of transmissibility of the soil as T, the discharge Q may be given by