A flownet is given below for flow under a concrete dam. The dam is 60 m long and has two 10 m sheet piles driven partially into the granular soil layer. The datum is at the surface of impervious bedrock, shown in the figure. The water level is H=20 m above soil layer in the upper stream and at the soil layer surface in downstream. The coefficient of permeability of soil is k= 0.6 m/day. Calculate the quantity of seepage under the dam during a period of 10 days. Unit: m3
A flownet is given below for flow under a concrete dam. The dam is 60 m long and has two 10 m sheet piles driven partially into the granular soil layer. The datum is at the surface of impervious bedrock, shown in the figure. The water level is H=20 m above soil layer in the upper stream and at the soil layer surface in downstream. The coefficient of permeability of soil is k= 0.6 m/day. Calculate the quantity of seepage under the dam during a period of 10 days. Unit: m3
Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter7: Permeability
Section: Chapter Questions
Problem 7.4P
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Q34
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![Question 34
A flownet is given below for flow under a concrete dam. The dam is 60 m long and
has two 10 m sheet piles driven partially into the granular soil layer. The datum is at
the surface of impervious bedrock, shown in the figure. The water level is H=20 m
above soil layer in the upper stream and at the soil layer surface in downstream. The
coefficient of permeability of soil is k= 0.6 m/day. Calculate the quantity of seepage
under the dam during a period of 10 days. Unit: m3
40 m
Number of
equipotential
drops
H m
10 m
10 m
2 m
sheet pile
| sheet pile .
2 m
4
FI
8.5 m
(5.4
6.4
6:9
(10.4)
3.5
30 m
9.4)
(8.4)
Datum
C' 0.4
Impervious
A
F
Scale: 0
10 m
CS
Scanned with ComScanner](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F1a01411f-b436-43cf-b7ed-becc2929b233%2F05e8b23c-ddcc-434e-bfdf-15fa4eb9a807%2Fgacuo4g_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Question 34
A flownet is given below for flow under a concrete dam. The dam is 60 m long and
has two 10 m sheet piles driven partially into the granular soil layer. The datum is at
the surface of impervious bedrock, shown in the figure. The water level is H=20 m
above soil layer in the upper stream and at the soil layer surface in downstream. The
coefficient of permeability of soil is k= 0.6 m/day. Calculate the quantity of seepage
under the dam during a period of 10 days. Unit: m3
40 m
Number of
equipotential
drops
H m
10 m
10 m
2 m
sheet pile
| sheet pile .
2 m
4
FI
8.5 m
(5.4
6.4
6:9
(10.4)
3.5
30 m
9.4)
(8.4)
Datum
C' 0.4
Impervious
A
F
Scale: 0
10 m
CS
Scanned with ComScanner
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