ameter 0.3 m is constructed to the full depth of an une 50 m. The water table is 10 m below the ground surface nas resulted a drawdown of 10 m. Assuming r, = 40 permeability of the aquifer. If the flow rate increases to T'any other data, what will be the best estimate for the dra.

Structural Analysis
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Chapter2: Loads On Structures
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Problem 3.5
A well of diameter 0.3 m is constructed to the full depth of an unconfined aquifer of
thickness of 150 m. The water table is 10 m below the ground surface. A pumping test of
12 m'/hour has resulted a drawdown of 10 m. Assuming ro = 400 m; calculate the
coefficient of permeability of the aquifer. If the flow rate increases to 18 m'/hour, and in
the absence of any other data, what will be the best estimate for the drawdown in the well?
Transcribed Image Text:Problem 3.5 A well of diameter 0.3 m is constructed to the full depth of an unconfined aquifer of thickness of 150 m. The water table is 10 m below the ground surface. A pumping test of 12 m'/hour has resulted a drawdown of 10 m. Assuming ro = 400 m; calculate the coefficient of permeability of the aquifer. If the flow rate increases to 18 m'/hour, and in the absence of any other data, what will be the best estimate for the drawdown in the well?
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