A pump test was conducted on a test well drilled into a confined aquifer that is 4.80 m thick. Two observation wells were drilled at 11 m and 44 m from the observation well, respectively. Once equilibrium was reached, the height of the piezometric surface was 7.3 m at the first observation well and 9.2 m at the second observation well. Required If 425 L/min were pumped at steady flow, determine the coefficient of permeability of the permeable soil in the aquifer, in cm/s (include 3 digits after the leading zeros).
A pump test was conducted on a test well drilled into a confined aquifer that is 4.80 m thick. Two observation wells were drilled at 11 m and 44 m from the observation well, respectively. Once equilibrium was reached, the height of the piezometric surface was 7.3 m at the first observation well and 9.2 m at the second observation well. Required If 425 L/min were pumped at steady flow, determine the coefficient of permeability of the permeable soil in the aquifer, in cm/s (include 3 digits after the leading zeros).
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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