Yuri wants to determine the permeability of an aquifer. The aquifer has a test well 300-mm in diameter with two observation wells. A pumping test was conducted for 24 hours with the discharge being held constant at 5,957.2 m^3/day. The first one,89.85 meters from the test well, has a draw-down of 0.69 meters. The second one, 48 meters from the test well, has a draw-down of 1.2 meters. The static water table penetrates the well to a depth of 25 meters. Determine the radius of influence ofthe aquifer in meters. Round off to three decimal places.

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ts to determine the permeability of an aquifer. The aquifer has a test well 300-mm in diameter with two observation wells. A pumping test was conducted for 24 hours with the discharge being held constant at 5,957.2 m^3/day. The first one, eters from the test well, has a draw-down of 0.69 meters. The second one, 48 meters from the test well, has a draw-down of 1.2 meters. The static water table penetrates the well to a depth of 25 meters. Determine the radius of influence of er in meters. Round off to three decimal places.

ts to determine the permeability of an aquifer. The aquifer has a test well 300-mm in diameter with two observation wells. A pumping test was conducted for 24 hours with the discharge being held constant at 5,957.2 m^3/day. The first one, eters from the test well, has a draw-down of 0.69 meters. The second one, 48 meters from the test well, has a draw-down of 1.2 meters. The static water table penetrates the well to a depth of 25 meters. Determine the radius of influence of er in meters. Round off to three decimal places.

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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