quifer. 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 6,298.1 m^3/day. The first one, 80.82 meters from the test well, has a draw-down of 0.66 meters. The second one, 47 meters from the test well, has a draw-down of 1.25 meters.The static water table penetrates the well to a depth of 28 meters. De
quifer. 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 6,298.1 m^3/day. The first one, 80.82 meters from the test well, has a draw-down of 0.66 meters. The second one, 47 meters from the test well, has a draw-down of 1.25 meters.The static water table penetrates the well to a depth of 28 meters. De
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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 6,298.1 m^3/day. The first one, 80.82 meters from the test well, has a draw-down of 0.66 meters. The second one, 47 meters from the test well, has a draw-down of 1.25 meters.The static water table penetrates the well to a depth of 28 meters. Determine the radius of influence of the aquifer in meters. Round off to three decimal places.
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