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A confined aquifer with T = 3.0 x 103 m²/s and S = 6 x 104 is pumped by two wells, 35 m apart. One well is pumped at 5 L/s and one at 3 L/s. Plot the drawdown ho-h versus distance along a line joining the wells, 6 hours after the start of pumping. Use 5 m increments along the line.

A confined aquifer with T = 3.0 x 103 m²/s and S = 6 x 104 is pumped by two wells, 35 m apart. One well is pumped at 5 L/s and one at 3 L/s. Plot the drawdown ho-h versus distance along a line joining the wells, 6 hours after the start of pumping. Use 5 m increments along the line.

Applications and Investigations in Earth Science (9th Edition)
Applications and Investigations in Earth Science (9th Edition)
9th Edition
ISBN:9780134746241
Author:Edward J. Tarbuck, Frederick K. Lutgens, Dennis G. Tasa
Publisher:Edward J. Tarbuck, Frederick K. Lutgens, Dennis G. Tasa
Chapter1: The Study Of Minerals
Section: Chapter Questions
Problem 1LR
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A confined aquifer with T = 3.0 x 103 m²/s and S = 6 x 104 is pumped by two wells, 35 m apart. One well is pumped at 5 L/s and one at 3 L/s. Plot the drawdown ho-h versus distance along a line joining the wells, 6 hours after the start of pumping. Use 5 m increments along the line.
Transcribed Image Text:A confined aquifer with T = 3.0 x 103 m²/s and S = 6 x 104 is pumped by two wells, 35 m apart. One well is pumped at 5 L/s and one at 3 L/s. Plot the drawdown ho-h versus distance along a line joining the wells, 6 hours after the start of pumping. Use 5 m increments along the line.
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