You are siting a new irrigation well in a well characterized aquifer. The aquifer transmissivity is 2500 ft²/d and the storativity is 6 x 104. Your new well is designed to pump at 1250 gpm for 8 hours at a time, with a daily cycle of 8 hours on and 16 hours off. What is the maximum drawdown that your new well will cause at a municipal water supply well located 975 m away from your irrigation well?

You are siting a new irrigation well in a well characterized aquifer. The aquifer transmissivity is 2500 ft²/d and the storativity is 6 x 104. Your new well is designed to pump at 1250 gpm for 8 hours at a time, with a daily cycle of 8 hours on and 16 hours off. What is the maximum drawdown that your new well will cause at a municipal water supply well located 975 m away from your irrigation well?

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Question

You are siting a new irrigation well in a well-characterized aquifer. The aquifer transmissivity is 2500 ft²/d and the storativity is 6 x 10⁻⁴. Your new well is designed to pump at 1250 gpm for 8 hours at a time, with a daily cycle of 8 hours on and 16 hours off. What is the maximum drawdown that your new well will cause at a municipal water supply well located 975 m away from your irrigation well?

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