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Calculate the discharge from a tubewell of 20-cm diameter penetrating fully into a confined aquifer of 20-m thick and having a permeability of 40 m/day. The drawdown in the well is 3 m and zero drawdown at 300 m from the well. Q = 2.72 T (H - h) log 10 R/r Select one: O a. 1315.9 O b. 1303.7 O C. O d. 1257.3 1200.4

Calculate the discharge from a tubewell of 20-cm diameter penetrating fully into a confined aquifer of 20-m thick and having a permeability of 40 m/day. The drawdown in the well is 3 m and zero drawdown at 300 m from the well. Q = 2.72 T (H - h) log 10 R/r Select one: O a. 1315.9 O b. 1303.7 O C. O d. 1257.3 1200.4

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Calculate the discharge from a tubewell of 20-cm diameter penetrating fully into a confined aquifer of 20-m thick and having a permeability of 40 m/day. The drawdown in the well is 3 m and zero drawdown at 300 m from the well. Q = 2.72 T (H-h) log 10 R/r Select one: O a. 1315.9 O b. 1303.7 O C. O d. 1257.3 1200.4
Transcribed Image Text:Calculate the discharge from a tubewell of 20-cm diameter penetrating fully into a confined aquifer of 20-m thick and having a permeability of 40 m/day. The drawdown in the well is 3 m and zero drawdown at 300 m from the well. Q = 2.72 T (H-h) log 10 R/r Select one: O a. 1315.9 O b. 1303.7 O C. O d. 1257.3 1200.4
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