An experiment was conducted to determine the hydraulic conductivity of an artesian (i.e., pressured confined aquifer). The piezometric heads at two points 150 m apart were found to be 60 m and 56 m above a datum (reference level). A tracer injected into the first piezometer was observed after 20 hours in the second well. A test on porosity of a sample of the aquifer shows that α = 24%. a) What are the Darcy velocity (q) and seepage velocity (v) of groundwater flow. b) What is the conductivity of the aquifer?
An experiment was conducted to determine the hydraulic conductivity of an artesian (i.e., pressured confined aquifer). The piezometric heads at two points 150 m apart were found to be 60 m and 56 m above a datum (reference level). A tracer injected into the first piezometer was observed after 20 hours in the second well. A test on porosity of a sample of the aquifer shows that α = 24%. a) What are the Darcy velocity (q) and seepage velocity (v) of groundwater flow. b) What is the conductivity of the aquifer?
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 6.9P
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An experiment was conducted to determine the hydraulic conductivity of an artesian (i.e., pressured confined aquifer). The piezometric heads at two points 150 m apart were found to be 60 m and 56 m above a datum (reference level). A tracer injected into the first piezometer was observed after 20 hours in the second well. A test on porosity of a sample of the aquifer shows that α
= 24%.
a) What are the Darcy velocity (q) and seepage velocity (v) of groundwater flow.
b) What is the conductivity of the aquifer?
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