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I have explained what is seepage velocity and why we calculated discharge per unit length of the dam. In case if you still have doubts use the comment section to clear them. Please upvote if you liked the solution. Stay at home and safe from coronavirus. Thank you.
2. (15 points) The following figure shows a clay layer under an earth-filled dam with a...
A dam section is shown in the figure. The hydraulic conductivity of the permeable layer is 0.002 cm/s. c. Calculate the factor of safety against piping at Point B. Assume that the water flow is approximately in vertical y = 20 kN/m - 7 Reservoir 15 m Clay dam Impervious bedrock Select one: a. 9.96 C. 4.92 Od: 467
The following figure shows an earthen dam with a reservoir depth of 60 feet. Undermeath the dam is a 50-foot thick uniform pervious soil layer that is underlain by impervious soil. Water flows through and beneath the dam and drains into a filter and drain system. The embankment material and underlying soil both have a hydraulic conductivity (k) of 1X10 cm/sec. 2. a. Compute the seepage through the dam (per foot of dam) in f'/day. (Note: 1 foot 30.48 cm,...
The figure below shows the soil profile conditions below a 5-m deep pond. Water is seeping directly downward under steady-state conditions through the clay layer into underlying gravel. Assume the elevation datum at the top of the gravel layer and that the hydrostatic ground water table is also found in the top of the gravel and its position does not change with time or amount of flow. For these flow conditions, calculate the following: a. b. c. d. e. f....
Question 4: (25 marks) The figure below shows a thin aquifer connecting two irrigation canals 1000 m apart and running parallel to each other. The canal to the left has a water surface elevation of 1007 m while that to the right has a water surface elevation of 1008.5 m. The sand aquifer connecting the two canals has a constant thickness of 1.5 m, bottom elevation of 1000m, porosity of 0.3 and a hydraulic conductivity of 250 m/d. The sand...
(2). (10 points). A 500 m long levee made of compacted clay impounds water in a reservoir as shown in Figure below. There is a 1.2 m thick (measured in the direction perpendicular to seam) sand seam (the void ratio is e 0,67) continuing along the entire lengt degrees inclination to the horizontal, which connects the reservoir and the ditch. The hydraulic conductivity of the sand is 2x103 cm/s. the h of the levee at 10 Elev. 38 m 150...