Q6/ The flow net constructed for the dam is shown in the figure below. For the soil under the dam, the coefficient of permeability and unit weight are 2x10-6 m/s and 18 kN/m3, respectively. 1- Determine the total flow discharge in m3/day per etre under the dam. Plot the distribution of water pressure on the base of anong habe am. 3- Check the boiling and determine the factor of safety. 4- Compute the total and effective stresses and the pore water pressure at the point A. T 10m 24 m 3m 20m 4m 1.5m ANRK Datum
Q6/ The flow net constructed for the dam is shown in the figure below. For the soil under the dam, the coefficient of permeability and unit weight are 2x10-6 m/s and 18 kN/m3, respectively. 1- Determine the total flow discharge in m3/day per etre under the dam. Plot the distribution of water pressure on the base of anong habe am. 3- Check the boiling and determine the factor of safety. 4- Compute the total and effective stresses and the pore water pressure at the point A. T 10m 24 m 3m 20m 4m 1.5m ANRK Datum
Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter6: Hydraulic Conductivity
Section: Chapter Questions
Problem 6.14P
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Soil mechanics ضهقحشكوظز
![Q6/ The flow net constructed for the dam is shown in
the figure below. For the soil under the dam, the
coefficient of permeability and unit weight are 2x10-6
m/s and 18 kN/m3, respectively.
1- Determine the total flow discharge in m3/day per
etre under the dam.
malas
Plot the distribution of water pressure on the base of
am.
3- Check the boiling and determine the factor of safety.
4- Compute the total and effective stresses and the pore
water pressure at the point A.
10m
24 m
3m
20m
4m
1.5m
Datum](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fc484560e-42d8-4ac5-9c4e-f825696df283%2Facd3bb58-1ccc-48f5-bd53-430674e4f0a0%2Fg0j2un_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Q6/ The flow net constructed for the dam is shown in
the figure below. For the soil under the dam, the
coefficient of permeability and unit weight are 2x10-6
m/s and 18 kN/m3, respectively.
1- Determine the total flow discharge in m3/day per
etre under the dam.
malas
Plot the distribution of water pressure on the base of
am.
3- Check the boiling and determine the factor of safety.
4- Compute the total and effective stresses and the pore
water pressure at the point A.
10m
24 m
3m
20m
4m
1.5m
Datum
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