1) Find the rate of flow in m³/sec/m (at right angles to the cross section shown in Figure 7.33) through the permeable soil layer. Given: H = 4 m, H1 = 2 m, h = 2.75 m, S = 30 m, a = 14°, and k = 0.075 cm/sec. Direction of flow Figure 7.33 H h Impervious layer Impervious layer S Cengage Learning 2014

Principles of Geotechnical Engineering (MindTap Course List)
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Author:Braja M. Das, Khaled Sobhan
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Chapter9: In Situ Stresses
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1) Find the rate of flow in m³/sec/m (at right angles to the cross section shown in Figure 7.33)
through the permeable soil layer. Given: H = 4 m, H1 = 2 m, h = 2.75 m, S = 30 m, a =
= 14°, and
k = 0.075 cm/sec.
Direction
of flow
Figure 7.33
H
a
↑
h
Impervious layer
Impervious layer
S
Cengage Learning 2014
Transcribed Image Text:1) Find the rate of flow in m³/sec/m (at right angles to the cross section shown in Figure 7.33) through the permeable soil layer. Given: H = 4 m, H1 = 2 m, h = 2.75 m, S = 30 m, a = = 14°, and k = 0.075 cm/sec. Direction of flow Figure 7.33 H a ↑ h Impervious layer Impervious layer S Cengage Learning 2014
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