A field pumping test was conducted from an aquifer of sandy soil of 4 m thickness confined between two impervious strata. When equilibrium was established, 90 liters of water was pumped Observation wells Test well 7₂ 6m- Impermeable stratum ILL Ho=4 m r₁=3m h₁ = 2.1 m Confined aquifer Impermeable J h₂=2.7 m
A field pumping test was conducted from an aquifer of sandy soil of 4 m thickness confined between two impervious strata. When equilibrium was established, 90 liters of water was pumped Observation wells Test well 7₂ 6m- Impermeable stratum ILL Ho=4 m r₁=3m h₁ = 2.1 m Confined aquifer Impermeable J h₂=2.7 m
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 6.15P
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