The section of a concrete gravity dam with its flow net diagram is shown in Figure 10,38, The coefficient of permeability of the soil (anistropic) in the vertical and horizontal directions are 0.25 m/day and 0.58 m/day, respectively. The length of dam perpendicular to the paper is 120 m.
The section of a concrete gravity dam with its flow net diagram is shown in Figure 10,38, The coefficient of permeability of the soil (anistropic) in the vertical and horizontal directions are 0.25 m/day and 0.58 m/day, respectively. The length of dam perpendicular to the paper is 120 m.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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The section of a concrete gravity dam with its flow net diagram is shown in Figure 10.38
![The section of a concrete gravity dam with its flow net diagram is shown in
Figure 10,38. The coefficient of permeability of the soil (anistropic) in the
vertical and horizontal directions are 0.25 m/day and 0.58 m/day,
respectively. The length of dam perpendicular to the paper is 120 m.
El 10 m
82 m
El 2 m
El O m
ANISTROPIC SOIL
El -5 m
IMPERMEABLE LAYER
CS Scanned with CamScafigurs 10.38
1. Determine the number of pressure drops
2. Determine the seepage loss
3. Determine the total amount of water percolated in one year
27°C Mostly cr](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F97d20312-d39a-4a1e-95bd-011e4d63352f%2F1f5f3eeb-0741-4a55-b1fa-8bd38b6b1e7b%2F8knjqjk_processed.jpeg&w=3840&q=75)
Transcribed Image Text:The section of a concrete gravity dam with its flow net diagram is shown in
Figure 10,38. The coefficient of permeability of the soil (anistropic) in the
vertical and horizontal directions are 0.25 m/day and 0.58 m/day,
respectively. The length of dam perpendicular to the paper is 120 m.
El 10 m
82 m
El 2 m
El O m
ANISTROPIC SOIL
El -5 m
IMPERMEABLE LAYER
CS Scanned with CamScafigurs 10.38
1. Determine the number of pressure drops
2. Determine the seepage loss
3. Determine the total amount of water percolated in one year
27°C Mostly cr
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