A reservoir with a 3,400 m² area is underlain by layers of stratified soils as chown in Figure 10.32. The values of L1, L2, and L3 are 2.0 m, 1.4 m, and 3.2 m, respectively. (a) What the average vertical coefficient of permeability. (b) Determine the interstitial (actual) velocity of water moving through the soil if it has a void ratio of 0.60. (c) Compute the water loss from the reservoir in one year. Assume that Cs s the pore pressure at ihe bottom sand layer is zero.
A reservoir with a 3,400 m² area is underlain by layers of stratified soils as chown in Figure 10.32. The values of L1, L2, and L3 are 2.0 m, 1.4 m, and 3.2 m, respectively. (a) What the average vertical coefficient of permeability. (b) Determine the interstitial (actual) velocity of water moving through the soil if it has a void ratio of 0.60. (c) Compute the water loss from the reservoir in one year. Assume that Cs s the pore pressure at ihe bottom sand layer is zero.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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I need an answer asap for A,B,C. Complete solution. Choices for answers indicated on second picture. Subject: Soil
![562
625
1.55 x 10^-6
8.145 x 10^-6
1.66 x 10^-6
525
9.145 x 10^-6
0.0712](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F86d071a3-4ccc-4f43-bdb8-4a1c0b04d89d%2Fd207a934-376e-4e34-b9d8-f3c16fda8d8e%2F3zqsva4_processed.jpeg&w=3840&q=75)
Transcribed Image Text:562
625
1.55 x 10^-6
8.145 x 10^-6
1.66 x 10^-6
525
9.145 x 10^-6
0.0712
![A reservoir with a 3,400 m² area is underlain by layers of stratified soils as
chown in Figure 10.32. The values of L1, L2, and L3 are 2.0 m, 1.4 m, and 3.2 m,
respectively.
(a) What the average vertical coefficient of permeability.
(b) Determine the interstitial (actual) velocity of water moving through the
soil if it has a void ratio of 0.60.
(c) Compute the water loss from the reservoir in one year. Assume that
Cs s the pore pressure at ihe bettom sand layer is zero.
Water reservoir
15 m
K.- 1.8 x 10* cm/s
Ky = 2.6 x 1o" cm/s
K. - 2.4 x 10 cm/s
K, - 3.2 x 107 cm/s
L2
K.- 1.1 x 10 cm/s
Ky - 2.3 x 10" cm/s
Sand Layer >
5 m
Impermeable Layer
Figure 10.32](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F86d071a3-4ccc-4f43-bdb8-4a1c0b04d89d%2Fd207a934-376e-4e34-b9d8-f3c16fda8d8e%2Fwih8eqv_processed.jpeg&w=3840&q=75)
Transcribed Image Text:A reservoir with a 3,400 m² area is underlain by layers of stratified soils as
chown in Figure 10.32. The values of L1, L2, and L3 are 2.0 m, 1.4 m, and 3.2 m,
respectively.
(a) What the average vertical coefficient of permeability.
(b) Determine the interstitial (actual) velocity of water moving through the
soil if it has a void ratio of 0.60.
(c) Compute the water loss from the reservoir in one year. Assume that
Cs s the pore pressure at ihe bettom sand layer is zero.
Water reservoir
15 m
K.- 1.8 x 10* cm/s
Ky = 2.6 x 1o" cm/s
K. - 2.4 x 10 cm/s
K, - 3.2 x 107 cm/s
L2
K.- 1.1 x 10 cm/s
Ky - 2.3 x 10" cm/s
Sand Layer >
5 m
Impermeable Layer
Figure 10.32
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