Problem (4) The following results have been reported for field pumping test from a well, where the top permeable layer is unconfined and underlain by an impermeable layer, for a steady state condition: m3 q = 0.68 min h, = 5.6m at r, = 60m h, = 5m at r, = 30m Calculate the hydraulic conductivity (cm/s) of the permeable layer.

Structural Analysis
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Chapter2: Loads On Structures
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Problem (4)
The following results have been reported for field pumping test from a well, where the top permeable
layer is unconfined and underlain by an impermeable layer, for a steady state condition:
m3
q = 0.68
min
h, = 5.6m at r, = 60m
h, = 5m at r, = 30m
Calculate the hydraulic conductivity (cm/s) of the permeable layer.
Transcribed Image Text:Problem (4) The following results have been reported for field pumping test from a well, where the top permeable layer is unconfined and underlain by an impermeable layer, for a steady state condition: m3 q = 0.68 min h, = 5.6m at r, = 60m h, = 5m at r, = 30m Calculate the hydraulic conductivity (cm/s) of the permeable layer.
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