Calculate the coefficient of permeability of the sand in m/hr.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:A permeability test was carried out from a well that sunk through a
surface layer of loose sand. Figure below shows the arrangement of pumping wells,
together with relevant dimensions. Initially, the piezometric surface (ground water table)
was located at a depth of 2.5m. When steady state was achieved at a pumping rate
38. 5 m, the following drawdowns were observed.
hour
Pumping well, d, = 3. 64m
Observation well, d, = 0. 96m
Observation well, d, = 0.48m
%3D
Calculate the coefficient of permeability of the sand in m/hr.
62 m
18 m
GW.T
12 m
Impermeable strata
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