The distance between two pumping wells is 100 m. The transmissivity of the confined aquifer, which all the wells fully penetrate, is 1000 m²/day. The radius of influence of each well is 800 m. The pumping rate for Well #1 is 2400 m³/day and the pumping rate for Well #2 is 1800 m³/day. Determine the steady-state drawdown at the point P as shown in the figure below 40 m 60 m Well #1 Well #2

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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The distance between two pumping wells is 100 m. The transmissivity of the
confined aquifer, which all the wells fully penetrate, is 1000 m²/day. The radius of
influence of each well is 800 m. The pumping rate for Well #1 is 2400 m?/day and the
pumping rate for Well #2 is 1800 m³/day. Determine the steady-state drawdown at the
point P as shown in the figure below
40 m
60 m
Well #1
Well #2
Transcribed Image Text:The distance between two pumping wells is 100 m. The transmissivity of the confined aquifer, which all the wells fully penetrate, is 1000 m²/day. The radius of influence of each well is 800 m. The pumping rate for Well #1 is 2400 m?/day and the pumping rate for Well #2 is 1800 m³/day. Determine the steady-state drawdown at the point P as shown in the figure below 40 m 60 m Well #1 Well #2
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