Answersa) 0.00702b) 79.49 m2/dayc) 558 L/day 12 Problem:Three piezometers have been installed in theconfined aquifer having a uniform thickness of4.6 m. and a hydraulic conductivity of2x 104 m/s.B140m6lm510m235mEL 122.92mEl, 122.03mE. 120.5 ImAquicludeAquifer4.6mAquicludea) Compute the hydraulic gradient.b) Compute the transmissivity in m2/day.c) Compute the flow rate per unit width ofthe aquifer in liters/day.

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Three piezometers have been installed in the confined aquifer having a uniform thickness of 4.6 m. and a hydraulic conductivity of 2 x 104 m/s. 140m 61m 510m 235m EL 122.92m El, 122.03m E 120.5Im Aquiclude Aquifer 4.6m Aquiclude a) Compute the hydraulic grądient. b) Compute the transmissivity in m2/day. c) Compute the flow rate per unit width of the aquifer in liters/day.

Three piezometers have been installed in the confined aquifer having a uniform thickness of 4.6 m. and a hydraulic conductivity of 2 x 104 m/s. 140m 61m 510m 235m EL 122.92m El, 122.03m E 120.5Im Aquiclude Aquifer 4.6m Aquiclude a) Compute the hydraulic grądient. b) Compute the transmissivity in m2/day. c) Compute the flow rate per unit width of the aquifer in liters/day.

Fundamentals of Geotechnical Engineering (MindTap Course List)

5th Edition

ISBN:9781305635180

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter6: Hydraulic Conductivity

Section: Chapter Questions

Problem 6.14P

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