The dam for a lake is designed to withstand the additional force caused by silt that has settled on the lake bottom. Assuming that silt is equivalent to a liquid of density ρs = 1.76 X 10 kg/m' and considering a l-m-wide section of dam. determine the percentage increase in the force acting on the dam face for a silt accumulation of depth 2 m.
Fig. P5.86
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