A permeable soil layer is underlain by an impervious layer, as shown in Figure 6.13. With k= 5.2 x 104 cm/s for the permeable layer, calculate the rate of seepage through it in m/hr/m length. Given: H= 3,8 m and a = 8°. Ground surface Groundwater table (free surface) Direction of seepage Impervious layer FIG. 6.13

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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A permeable soil layer is underlain by an impervious layer, as shown in Figure 6.13. With k = 5.2 × 10–4 cm/s for the permeable layer, calculate the rate of seepage through it in m3 /hr/m length. Given: H = 3.8 m and α = 8°.

A permeable soil layer is underlain by an impervious layer, as shown in
Figure 6.13. With k= 5.2 x 104 cm/s for the permeable layer, calculate
the rate of seepage through it in m/hr/m length. Given: H= 3,8 m and a
= 8°.
Ground surface
Groundwater table (free surface)
Direction
of seepage
Impervious layer
FIG. 6.13
Transcribed Image Text:A permeable soil layer is underlain by an impervious layer, as shown in Figure 6.13. With k= 5.2 x 104 cm/s for the permeable layer, calculate the rate of seepage through it in m/hr/m length. Given: H= 3,8 m and a = 8°. Ground surface Groundwater table (free surface) Direction of seepage Impervious layer FIG. 6.13
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