s://tip.instructure.com/courses/26585/quizzes/317681/take/questions/4393426 The section of a concrete gravity dam with its flow net diagram is shown in Pigure 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 0 m ANİSTROPIC SOIL El -5 m- El -9 m! IMPERMEABLE LAYER Sdanned Figura 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 W48530
s://tip.instructure.com/courses/26585/quizzes/317681/take/questions/4393426 The section of a concrete gravity dam with its flow net diagram is shown in Pigure 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 0 m ANİSTROPIC SOIL El -5 m- El -9 m! IMPERMEABLE LAYER Sdanned Figura 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 W48530
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 Pigure 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.
1. Determine the number of pressure drops
2. Determine the seepage loss
3. Determine the total amount of water percolated in one year.
Transcribed Image Text:s://tip.instructure.com/courses/26585/quizzes/317681/take/questions/4393426
The section of a concrete gravity dam with its flow net diagram is shown in
Pigure 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 0 m
ANİSTROPIC SOIL
El -5 m-
El -9 m.
IMPERMEABLE LAYER
Sdanned
Figura 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
W48530
acer
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