Consider the dam spillway shown below having an impervious sheet pile cutoff Not
ID: 1827691 • Letter: C
Question
Consider the dam spillway shown below having an impervious sheet pile cutoff
Note: The elevation of the bottom of the spillway is 180.0 ft. Â The elevation of the top of the soil aquifier is 190 feet. Â The elevation of the bottom of the soil aquifier is 100 feet. Â The sheet piling is 45 feet long, and the sheet piling is 35 feet from the reservoir end of the spillway. Â The base of the spillway is 200 feet long
a) The coeficient of permeability for the soil aquifier is .001 ft/sec. Â Calculate the flow rate under the dam in ft^3/sec into the page
b) Plot the pore water pressure distribution along the base of the spillway
Explanation / Answer
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