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civil engineering water resources engineering
1. A well is sunk in an unconfined aquifer having a saturated depth of 100 m. Assuming the equilibrium flow conditions and a homogeneous aquifer and radius of influence to be same, the ratio of discharges at 20 m and 40 m draw downs, is
(A): 2/3
(B): 4/5
(C): 5/4
(D): 7/8
(E): 8/7
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