Q2. A pumping tests are carried out using testing well (pumping well for testing only) and two observational wells. The observation wells were installed at 10 and 30.5 m, respectively, from the testing well. In both wells, the initial piezometric head was 36.2 m. The pumping proceeded at a rate of 0.19 m/s. After few days the piezometric head stabilized at 30.7 m and 32.9 m in the first and second observational wells, respectively. Determine: a. Transmissivity of the aquifer. b. The well radius of influence. c. The maximum drawdown if the well radius is 0.47 m.
Q2. A pumping tests are carried out using testing well (pumping well for testing only) and two observational wells. The observation wells were installed at 10 and 30.5 m, respectively, from the testing well. In both wells, the initial piezometric head was 36.2 m. The pumping proceeded at a rate of 0.19 m/s. After few days the piezometric head stabilized at 30.7 m and 32.9 m in the first and second observational wells, respectively. Determine: a. Transmissivity of the aquifer. b. The well radius of influence. c. The maximum drawdown if the well radius is 0.47 m.
Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter6: Hydraulic Conductivity
Section: Chapter Questions
Problem 6.15P
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