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A 10 m-thick sandy, silt deposit overlies An Imperneable stratum The water table is at a depth 3 m below the ground level. During a pumping-oul test, at steady state, water is being pumped cut of a 556 mm diameter well at the rate of 6000 hters/min At the observation wells, at radial distances of 3 5 m and 25 0 m, the water levels dropped by 25m and 12 m tespectively Whal would be the herght ( I )in meters of the vwater in the pumping well?

A 10 m-thick sandy, silt deposit overlies An Imperneable stratum The water table is at a depth 3 m below the ground level. During a pumping-oul test, at steady state, water is being pumped cut of a 556 mm diameter well at the rate of 6000 hters/min At the observation wells, at radial distances of 3 5 m and 25 0 m, the water levels dropped by 25m and 12 m tespectively Whal would be the herght ( I )in meters of the vwater in the pumping well?

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A 10 m-thick sandy, silt deposit overlieS AN Imperneable stratum The water table is at a depth 3 m below the ground level. During a pumping-out test, at steady state, water is being pumped cut of a 556 mm diameter well at the rate of 6000 hiters/min At the observation wells, at radial distances of 3 5 m and 25 0 m, the water levels dropped by 25m and 12 m )in rmeters of the water in the pumping well? tespectively Whal would be the herght (I
Transcribed Image Text:A 10 m-thick sandy, silt deposit overlieS AN Imperneable stratum The water table is at a depth 3 m below the ground level. During a pumping-out test, at steady state, water is being pumped cut of a 556 mm diameter well at the rate of 6000 hiters/min At the observation wells, at radial distances of 3 5 m and 25 0 m, the water levels dropped by 25m and 12 m )in rmeters of the water in the pumping well? tespectively Whal would be the herght (I
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