Two discharge wells (1 and 2) penetrating a confined aquifer are pumped at constant rates of m³/day and 821 m³/day, respectively. 2927 The aquifer transmissivity is 861 m²/day. The steadystate drawdown measured at an observation well is 1.3 m The observation well is 38 m from well 1 and m from well 2. Determine the drawdown 168 at another point in the aquifer located 201 m from well I ,and 363 m from well 2 s = 3.7368 .A s = 0.7776 .B s = 0.5855.C s = 0.4061 .D
Two discharge wells (1 and 2) penetrating a confined aquifer are pumped at constant rates of m³/day and 821 m³/day, respectively. 2927 The aquifer transmissivity is 861 m²/day. The steadystate drawdown measured at an observation well is 1.3 m The observation well is 38 m from well 1 and m from well 2. Determine the drawdown 168 at another point in the aquifer located 201 m from well I ,and 363 m from well 2 s = 3.7368 .A s = 0.7776 .B s = 0.5855.C s = 0.4061 .D
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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