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Evaluation of Sediment Gradation Effects on Clear-Water Pier Scour with Densimetric Froude Number
This study evaluates sediment gradation effects on clear-water scour at bridge piers. By considering the average erosion and deposition rates in a pier-scour hole, the normalized equilibrium scour depth is theoretically shown to be a cubic function of the densimetric Froude number. Comparisons with experimental data demonstrate that the cubic law achieves its best fit when the representative particle size is taken to be . The present prediction equation, which is founded on rational theoretical principles, provides an improved approach to evaluating sediment gradation effects on clear-water scour around bridge piers apart for pure empiricism.
Evaluation of Sediment Gradation Effects on Clear-Water Pier Scour with Densimetric Froude Number
This study evaluates sediment gradation effects on clear-water scour at bridge piers. By considering the average erosion and deposition rates in a pier-scour hole, the normalized equilibrium scour depth is theoretically shown to be a cubic function of the densimetric Froude number. Comparisons with experimental data demonstrate that the cubic law achieves its best fit when the representative particle size is taken to be . The present prediction equation, which is founded on rational theoretical principles, provides an improved approach to evaluating sediment gradation effects on clear-water scour around bridge piers apart for pure empiricism.
Evaluation of Sediment Gradation Effects on Clear-Water Pier Scour with Densimetric Froude Number
Cheng, Nian-Sheng (Autor:in) / Wei, Maoxing (Autor:in) / Lu, Yesheng (Autor:in) / Chiew, Yee-Meng (Autor:in)
28.09.2020
Aufsatz (Zeitschrift)
Elektronische Ressource
Unbekannt
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