A reinforced-concrete dam has a sheet pile cutoff wall parallel to its upstream face, as shown below. The elevation of the reservoir is 213.45 ft A.S.L. The underlying soil is silty sand with hydraulic conductivity (K) of 200 ft/day. The dam is 150 ft long. The flow net has been constructed and is shown. The total seepage loss (ft3/sec) under the dam is most nearly: A. 0.013 B. 0.1 C. 2.0 D. 13.7
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