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Engineering Hydrology
Coefficient c in Prediction of Sediment Distribution Formulas
Coefficient c depends on the type classification of the reservoir. Type I (Lake)-5.074 Type II (Flood)-2.487 Type III (Hilly)-16.967 Type IV (Gorge)-1.486. And is denoted by C.
Prediction of Sediment Distribution formulas that make use of Coefficient c
f
x
Relative Area for Different Type Classification of Reservoir
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FAQ
What is the Coefficient c?
Coefficient c depends on the type classification of the reservoir. Type I (Lake)-5.074 Type II (Flood)-2.487 Type III (Hilly)-16.967 Type IV (Gorge)-1.486.
Can the Coefficient c be negative?
{YesorNo}, the Coefficient c, measured in {OutputVariableMeasurementName} {CanorCannot} be negative.
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