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
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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F89421725-ebc8-45a4-ac08-e14c66c3b29a%2Fc6c0ca99-4212-450a-8aaa-bee404026d6f%2Fc820qfl_processed.jpeg&w=3840&q=75)
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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