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The normal scour depth D below the designed flood level of a river may be calculated from the Lacey's equation, where C= Constant, Q = Design flood discharge and f=silt factor
D=C$$(\frac{Q}{f})$$
D=C$$(\frac{Q}{f})^{\frac{1}{2}}$$
D=C$$(\frac{Q}{f})^{\frac{5}{3}}$$
D=C$$(\frac{Q}{f})^{\frac{1}{3}}$$
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