9. A single well pumps water from a horizontally infinite confined aquifer at a rate of 2.1 m³/day. The well-bore diameter is 15 cm, and steady-state drawdown at the pumping well is 1.1 m. Drawdown at a monitoring well located 97 m away is measured at 0.14 m. a) Estimate the Transmissivity (T) of the aquifer. b) Based on that estimate, what would you expect the drawdown to be 54 m from the pumping well? c) How would you estimate the Hydraulic Conductivity (K) from the information you have? What other information would you need?

Structural Analysis
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Chapter2: Loads On Structures
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9. A single well pumps water from a horizontally infinite confined aquifer at a rate of 2.1
m³/day. The well-bore diameter is 15 cm, and steady-state drawdown at the pumping well is 1.1
m. Drawdown at a monitoring well located 97 m away is measured at 0.14 m.
a) Estimate the Transmissivity (T) of the aquifer.
b) Based on that estimate, what would you expect the drawdown to be 54 m from the
pumping well?
c)
How would you estimate the Hydraulic Conductivity (K) from the information you have?
What other information would you need?
Transcribed Image Text:9. A single well pumps water from a horizontally infinite confined aquifer at a rate of 2.1 m³/day. The well-bore diameter is 15 cm, and steady-state drawdown at the pumping well is 1.1 m. Drawdown at a monitoring well located 97 m away is measured at 0.14 m. a) Estimate the Transmissivity (T) of the aquifer. b) Based on that estimate, what would you expect the drawdown to be 54 m from the pumping well? c) How would you estimate the Hydraulic Conductivity (K) from the information you have? What other information would you need?
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