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): The concrete dam shown in Figure is constructed on a soil with coefficient of permeability k = 0.05 cm/sec and Ysat = 19.5 kN/m. Determine: 1- rate of flow (m'/day) per meter run of the wall. 2- total head, elevation head, and pressure head at point A. 3- effective stress at point B. 4- hydraulic gradient at point C. 5- exit gradient. 6- depth of water outside the dam which cause instability at point D. 25 m 8 m 1.5 m 1= 1.2 m G.S.L D A 9m 8 m Datum E 00

): The concrete dam shown in Figure is constructed on a soil with coefficient of permeability k = 0.05 cm/sec and Ysat = 19.5 kN/m. Determine: 1- rate of flow (m'/day) per meter run of the wall. 2- total head, elevation head, and pressure head at point A. 3- effective stress at point B. 4- hydraulic gradient at point C. 5- exit gradient. 6- depth of water outside the dam which cause instability at point D. 25 m 8 m 1.5 m 1= 1.2 m G.S.L D A 9m 8 m Datum E 00

Fundamentals of Geotechnical Engineering (MindTap Course List)
Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter8: Stresses In A Soil Mass
Section: Chapter Questions
Problem 8.2P
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Q: The concrete dam shown in Figure is constructed on a soil with coefficient of permeability k = 0.05 cm/sec and Ysat = 19.5 kN/m. Determine: 1- rate of flow (m'/day) per meter run of the wall. 2- total head, elevation head, and pressure head at point A. 3- effective stress at point B. 4- hydraulic gradient at point C. 5- exit gradient. 6- depth of water outside the dam which cause instability at point D. 25 m 1.5 m 1= 1.2 m 8 m G.S.L 9 m 8 m Datum Rock
Transcribed Image Text:Q: The concrete dam shown in Figure is constructed on a soil with coefficient of permeability k = 0.05 cm/sec and Ysat = 19.5 kN/m. Determine: 1- rate of flow (m'/day) per meter run of the wall. 2- total head, elevation head, and pressure head at point A. 3- effective stress at point B. 4- hydraulic gradient at point C. 5- exit gradient. 6- depth of water outside the dam which cause instability at point D. 25 m 1.5 m 1= 1.2 m 8 m G.S.L 9 m 8 m Datum Rock
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