3. Figure shows layers of soil in a tube that is 100 mm x 100 mm in cross section. After is supplied to maintain a constant head difference of 400 mm across the sample. The hydraulic conductivities of the soils in the direction of flow through them are listed below. Calculate the equivalent k in cm/sec and the rate of water supply in cm³/hr. Soil k (cm/sec) A 1x102 В Зx103 C 4.9x104 Water supply Constant head difference 400 mm

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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3. Figure shows layers of soil in a tube that is 100 mm x 100 mm in cross section. After is supplied to maintain a constant head difference of
400 mm across the sample. The hydraulic conductivities of the soils in the direction of flow through them are listed below. Calculate the
equivalent k in cm/sec and the rate of water supply in cm³/hr.
Soil
k (cm/sec)
A
1x10-2
3x103
4.9x104
Water supply
Constant head
difference - 400 mm
Transcribed Image Text:3. Figure shows layers of soil in a tube that is 100 mm x 100 mm in cross section. After is supplied to maintain a constant head difference of 400 mm across the sample. The hydraulic conductivities of the soils in the direction of flow through them are listed below. Calculate the equivalent k in cm/sec and the rate of water supply in cm³/hr. Soil k (cm/sec) A 1x10-2 3x103 4.9x104 Water supply Constant head difference - 400 mm
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