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A single pumping well exists in an ideal confined aquifer. The aquifer has a transmissivity of 4700 ft2/d and storage coefficient of 0.00025. The well is 85 ft west of a no-flow boundary that runs north-south. The pumping well has an effective radius of 0.50 ft, and pumps at a flow rate of 200 gpm. No flow J 85 ft Determine: 1. The total drawdown in ft at the pumping well at 6.0 hours after the well was turned on, ignoring characteristic well losses.

A single pumping well exists in an ideal confined aquifer. The aquifer has a transmissivity of 4700 ft2/d and storage coefficient of 0.00025. The well is 85 ft west of a no-flow boundary that runs north-south. The pumping well has an effective radius of 0.50 ft, and pumps at a flow rate of 200 gpm. No flow J 85 ft Determine: 1. The total drawdown in ft at the pumping well at 6.0 hours after the well was turned on, ignoring characteristic well losses.

Structural Analysis
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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A single pumping well exists in an ideal confined aquifer. The aquifer has a transmissivity of 4700 ft2/d and storage coefficient of 0.00025. The well is 85 ft west of a no-flow boundary that runs north-south. The pumping well has an effective radius of 0.50 ft, and pumps at a flow rate of 200 gpm. No flow Determine: 85 ft 1. The total drawdown in ft at the pumping well at 6.0 hours after the well was turned on, ignoring characteristic well losses.
Transcribed Image Text:A single pumping well exists in an ideal confined aquifer. The aquifer has a transmissivity of 4700 ft2/d and storage coefficient of 0.00025. The well is 85 ft west of a no-flow boundary that runs north-south. The pumping well has an effective radius of 0.50 ft, and pumps at a flow rate of 200 gpm. No flow Determine: 85 ft 1. The total drawdown in ft at the pumping well at 6.0 hours after the well was turned on, ignoring characteristic well losses.
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