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A masonry dam as shown has a coefficient of permeability in the vertical and horizontal direction of Kz=4.5m/day and Kx=óm/day, respectively. Assume length into the paper =35m and base width = 40m. 24 m a) Determine the seepage (lit/sec) into the downstream side per meter of the dam. 0.525 lit/sec b) Calculate the average of the pressure of the toe and heel of the dam in kPa. c) Calculate the total uplift force in x10^3 kN.

A masonry dam as shown has a coefficient of permeability in the vertical and horizontal direction of Kz=4.5m/day and Kx=óm/day, respectively. Assume length into the paper =35m and base width = 40m. 24 m a) Determine the seepage (lit/sec) into the downstream side per meter of the dam. 0.525 lit/sec b) Calculate the average of the pressure of the toe and heel of the dam in kPa. c) Calculate the total uplift force in x10^3 kN.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A masonry dam as shown has a coefficient of permeability in the vertical and horizontal direction of Kz=4.5m/day and Kx=6m/day, respectively. Assume length into the paper =35m and base width = 40m. 24 m a) Determine the seepage (lit/sec) into the downstream side per meter of the dam. 0.525 lit/sec b) Calculate the average of the pressure of the toe and heel of the dam in kPa. c) Calculate the total uplift force in x10^3 KN.
Transcribed Image Text:A masonry dam as shown has a coefficient of permeability in the vertical and horizontal direction of Kz=4.5m/day and Kx=6m/day, respectively. Assume length into the paper =35m and base width = 40m. 24 m a) Determine the seepage (lit/sec) into the downstream side per meter of the dam. 0.525 lit/sec b) Calculate the average of the pressure of the toe and heel of the dam in kPa. c) Calculate the total uplift force in x10^3 KN.
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