rc=25‌kN∕m3 γW=10‌kW∕m3 let length of Dam is pm B is width of Dam Hydrostatic force on dam, Pw=
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γwH×H=
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×10×9×9=405‌kN Force due to weight of Dam, W=Yc×A×L=25×B×10×1=250B‌kN 'Pw' force try to overturn the dam about the and ' w ' force try to script it. To safety against overturning, NOT≤NR PW×3≤W×