4.2.2 A confined aquifer of 10-m thickness and 16.43 m/day hydraulic conductivity is fully penetrated by a pumping well of 0.5 m radius operating at Q = 425 m³/day. Determine the draw- down under steady-state conditions in the pumping well and 50 m away from the well. Take the radius of influence of the pumping as 300 m.
4.2.2 A confined aquifer of 10-m thickness and 16.43 m/day hydraulic conductivity is fully penetrated by a pumping well of 0.5 m radius operating at Q = 425 m³/day. Determine the draw- down under steady-state conditions in the pumping well and 50 m away from the well. Take the radius of influence of the pumping as 300 m.
Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter7: Permeability
Section: Chapter Questions
Problem 7.4P
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![4.2.2 A confined aquifer of 10-m thickness and 16.43 m/day
hydraulic conductivity is fully penetrated by a pumping well of
0.5 m radius operating at Q = 425 m³/day. Determine the draw-
down under steady-state conditions in the pumping well and 50 m
away from the well. Take the radius of influence of the pumping
as 300 m.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fc2629728-4ec5-459c-9afa-8ca8e628e09c%2F60232841-cf54-4bd7-8f21-573fe72a3911%2Fys1qop7_processed.png&w=3840&q=75)
Transcribed Image Text:4.2.2 A confined aquifer of 10-m thickness and 16.43 m/day
hydraulic conductivity is fully penetrated by a pumping well of
0.5 m radius operating at Q = 425 m³/day. Determine the draw-
down under steady-state conditions in the pumping well and 50 m
away from the well. Take the radius of influence of the pumping
as 300 m.
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