9. The soil under a dam has three layers with different coefficient of permeability. 3m 4m 6m K₁1.0 x 10 cm/s K₂=3.2 x 10-2 cm/s K3 = 4.1 x 10-5 cm/s a. Determine the equivalent vertical coefficient of permeability in cm/sec. b. With the computed vertical coefficient of permeability, compute the transmissibility of the soil when the water table is at the ground surface, in cm²/sec. c. With the computed vertical coefficient of permeability, compute the interstitial velocity (in cm/hr) of water moving through the soil if it has a void ratio of 0.60 and a hydraulic gradient of 0.0018.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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9. The soil under a dam has three layers with different coefficient of permeability.
3m
4m
6m
K₁ = 1.0 x 10-4 cm/s
K₂=3.2 x 10-² cm/s
K3 = 4.1 x 10-5 cm/s
a. Determine the equivalent vertical coefficient of permeability in cm/sec.
b. With the computed vertical coefficient of permeability, compute the transmissibility
of the soil when the water table is at the ground surface, in cm²/sec.
c.
With the computed vertical coefficient of permeability, compute the interstitial
velocity (in cm/hr) of water moving through the soil if it has a void ratio of 0.60
and a hydraulic gradient of 0.0018.
Transcribed Image Text:9. The soil under a dam has three layers with different coefficient of permeability. 3m 4m 6m K₁ = 1.0 x 10-4 cm/s K₂=3.2 x 10-² cm/s K3 = 4.1 x 10-5 cm/s a. Determine the equivalent vertical coefficient of permeability in cm/sec. b. With the computed vertical coefficient of permeability, compute the transmissibility of the soil when the water table is at the ground surface, in cm²/sec. c. With the computed vertical coefficient of permeability, compute the interstitial velocity (in cm/hr) of water moving through the soil if it has a void ratio of 0.60 and a hydraulic gradient of 0.0018.
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