9) A well is located in a confined aquifer near the intersection of a constant head and impervious boundary. a) Estimate the steady state drawdown in the well for Q=2 ft³ s, rw = 1 ft, distance from the well to stream= 300ft and distance from well to impervious boundary= 150 ft. T =0.14ft2/s b) Estimate the steady state drawdown at point P located midway between the well and the steam. The angle between the stream and the impervious boundary is 90°

Structural Analysis
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Chapter2: Loads On Structures
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9) A well is located in a confined aquifer near the intersection of a constant head and
impervious boundary.
a) Estimate the steady state drawdown in the well for Q=2 ft³ s, rw = 1 ft,
distance from the well to stream= 300ft and distance from well to
impervious boundary= 150 ft. T = 0.14ft²/s
b)
Estimate the steady state drawdown at point P located midway between
the well and the steam.
The angle between the stream and the impervious boundary is 90°
Transcribed Image Text:9) A well is located in a confined aquifer near the intersection of a constant head and impervious boundary. a) Estimate the steady state drawdown in the well for Q=2 ft³ s, rw = 1 ft, distance from the well to stream= 300ft and distance from well to impervious boundary= 150 ft. T = 0.14ft²/s b) Estimate the steady state drawdown at point P located midway between the well and the steam. The angle between the stream and the impervious boundary is 90°
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