A well was constructed to pump water from a confined aquifer. Two observation wells were constructed distances of 60m and 220m respectively. At a steady pumping rate of 0.15m^3/min, the drawdown in the observation wells were respectively equal to 1.5m and 5.2m. Diameter of the test well is 0.75m and thickness of confined aquifer is 15m. 1. Determine the hydraulic conductivity of the soil in m/min. 2. Determine the drawdown at the test well in m. 3. What is the value of the transmissivity of the confined aquifer in m^2/day?

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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A well was constructed to pump water from a confined aquifer. Two observation wells were constructed
distances of 60m and 220m respectively. At a steady pumping rate of 0.15m^3/min, the drawdown in
the observation wells were respectively equal to 1.5m and 5.2m. Diameter of the test well is 0.75m and
thickness of confined aquifer is 15m.
1. Determine the hydraulic conductivity of the soil in m/min.
2. Determine the drawdown at the test well in m.
3. What is the value of the transmissivity of the confined aquifer in m^2/day?
Transcribed Image Text:A well was constructed to pump water from a confined aquifer. Two observation wells were constructed distances of 60m and 220m respectively. At a steady pumping rate of 0.15m^3/min, the drawdown in the observation wells were respectively equal to 1.5m and 5.2m. Diameter of the test well is 0.75m and thickness of confined aquifer is 15m. 1. Determine the hydraulic conductivity of the soil in m/min. 2. Determine the drawdown at the test well in m. 3. What is the value of the transmissivity of the confined aquifer in m^2/day?
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