From the figure shown, the thickness of permeable layer is 1.1m making an angle of 14 degrees with the horizontal. K= 4.87x10^-12 cm/sec. If the vertical thickness depth of the aquifer at point of the first piezometer (left) is 1.5m and the other point at second piezometer is 1.1m, determine the flow rate. h=1.4 m Direction of seepage impervious layer 3 m 14 1.1 m impervious layer

Principles of Geotechnical Engineering (MindTap Course List)
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Author:Braja M. Das, Khaled Sobhan
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Chapter7: Permeability
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Problem 7.22P: Refer to Figure 7.24. The following data were collected during the field permeability measurement of...
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From the figure shown, the thickness of permeable layer is 1.1m making an
angle of 14 degrees with the horizontal. K= 4.87x10^-12 cm/sec. If the
vertical thickness depth of the aquifer at point of the first piezometer (left)
is 1.5m and the other point at second piezometer is 1.1m, determine the
flow rate.
h=1.4 m
Direction
impervious
layer
of seepage
3 m
14
1.1 m
impervious layer
L.
14
Transcribed Image Text:From the figure shown, the thickness of permeable layer is 1.1m making an angle of 14 degrees with the horizontal. K= 4.87x10^-12 cm/sec. If the vertical thickness depth of the aquifer at point of the first piezometer (left) is 1.5m and the other point at second piezometer is 1.1m, determine the flow rate. h=1.4 m Direction impervious layer of seepage 3 m 14 1.1 m impervious layer L. 14
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