mple. ter. The unconfined aquifer is 18 m deep. After drawdown depth of r is 12 m in the well. Soil permeability is 24.5 m/day. Radius of circle of influence is 275m. Calculate harge of the tube well. m

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Chapter2: Loads On Structures
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Example. A tube well is 0.46 m in diameter. The unconftncd aquifer is 18 m deep. After drawdown depth of
water is 12 m in the well. Soil permeability is 24.5 m/day. Radius of circle of influence is 275m. Calculate
discharge of the tube well.
Transcribed Image Text:whe Example. A tube well is 0.46 m in diameter. The unconftncd aquifer is 18 m deep. After drawdown depth of water is 12 m in the well. Soil permeability is 24.5 m/day. Radius of circle of influence is 275m. Calculate discharge of the tube well.
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