The flownet for seepage of water around a single row of sheet piles d into a permeable layer is shown in Figure D(below). Calculate the quar of seepage loss against downstream heave, given the k = 2.6 x 10-6 m and saturated unit weight = 17.7 kN/m3. The depth of the sheet pile is into the ground. Sheet pile Heave zone Hi 10 H1=10m На —1.5m
The flownet for seepage of water around a single row of sheet piles d into a permeable layer is shown in Figure D(below). Calculate the quar of seepage loss against downstream heave, given the k = 2.6 x 10-6 m and saturated unit weight = 17.7 kN/m3. The depth of the sheet pile is into the ground. Sheet pile Heave zone Hi 10 H1=10m На —1.5m
Principles of Foundation Engineering (MindTap Course List)
9th Edition
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter18: Sheet-pile Walls
Section: Chapter Questions
Problem 18.2P
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![The flownet for seepage of water around a single row of sheet piles driven
into a permeable layer is shown in Figure D(below). Calculate the quantity
of seepage loss against downstream heave, given the k = 2.6 x 10-6 m/sec
and saturated unit weight = 17.7 kN/m3. The depth of the sheet pile is 6 m
into the ground.
Sheet pile
Heave zone
H;=10m
H2 =1.5m
Impermeable layer
O 3.32 x 10-5 m3/s/m
O 1.47 x 10-4 m3/s/m
2.95 x 10-5 m3/s/m
1.47 x 10-5 m3/s/m](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fdcd62060-fa37-4bef-8e74-2ff94e234c65%2F973d12c7-1217-4184-bdac-3f3c195f8183%2Fyi8kd9_processed.jpeg&w=3840&q=75)
Transcribed Image Text:The flownet for seepage of water around a single row of sheet piles driven
into a permeable layer is shown in Figure D(below). Calculate the quantity
of seepage loss against downstream heave, given the k = 2.6 x 10-6 m/sec
and saturated unit weight = 17.7 kN/m3. The depth of the sheet pile is 6 m
into the ground.
Sheet pile
Heave zone
H;=10m
H2 =1.5m
Impermeable layer
O 3.32 x 10-5 m3/s/m
O 1.47 x 10-4 m3/s/m
2.95 x 10-5 m3/s/m
1.47 x 10-5 m3/s/m
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