Figure 1.1 represents the set up for confined flow pumping test. Compute coefficient of permeability (k) ? 65 m 20 m Main well - GSL Obs. well # 1 Obs. well # 2 2.4 m Original piezometer level 2.0 m 0.50 m Impervious stratum 4.6 m discharge, q = 20 m'h 5m Aquifer -Impermeable stratum Figure 1.1: Set up for confined flow pumping test

Structural Analysis
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Chapter2: Loads On Structures
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Figure 1.1 represents the set up for confined flow pumping test. Compute coefficient
of permeability (k) ?
65 m
20 m
Main well -
GSL
Obs. well # 1
Obs. well # 2
2.4 m Original piezometer
level
2.0 m
0.50 m
Impervious
stratum
4.6 m
discharge, q = 20 m'h
5m
Aquifer
-Impermeable stratum
Figure 1.1: Set up for confined flow pumping test
Transcribed Image Text:Figure 1.1 represents the set up for confined flow pumping test. Compute coefficient of permeability (k) ? 65 m 20 m Main well - GSL Obs. well # 1 Obs. well # 2 2.4 m Original piezometer level 2.0 m 0.50 m Impervious stratum 4.6 m discharge, q = 20 m'h 5m Aquifer -Impermeable stratum Figure 1.1: Set up for confined flow pumping test
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