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Formula for predicting bedload transport rate in oscillatory sheet flows
AbstractThe method of Wang [Wang, Y.-H., 2007. Formula for predicting bedload transport rate in oscillatory sheet flow. Coastal Engineering 54, 594–601] to predict the wave friction factor is discussed. At the threshold of sediment entrainment the proposed equation produces a wide scatter of data points when plotted against an equation based on the Shields parameter. It is shown that a better correlation coefficient can be obtained by calculating the critical wave friction factor directly from the wave period, as well as the sediment and water properties.
Formula for predicting bedload transport rate in oscillatory sheet flows
AbstractThe method of Wang [Wang, Y.-H., 2007. Formula for predicting bedload transport rate in oscillatory sheet flow. Coastal Engineering 54, 594–601] to predict the wave friction factor is discussed. At the threshold of sediment entrainment the proposed equation produces a wide scatter of data points when plotted against an equation based on the Shields parameter. It is shown that a better correlation coefficient can be obtained by calculating the critical wave friction factor directly from the wave period, as well as the sediment and water properties.
Formula for predicting bedload transport rate in oscillatory sheet flows
Le Roux, J.P. (author)
Coastal Engineering ; 56 ; 377-379
2008-05-05
3 pages
Article (Journal)
Electronic Resource
English
Formula for predicting bedload transport rate in oscillatory sheet flows
Online Contents | 2009
|Formula for predicting bedload transport rate in oscillatory sheet flows
Online Contents | 2009
|Formula for predicting bedload transport rate in oscillatory sheet flows
British Library Online Contents | 2009
|Formula for predicting bedload transport rate in oscillatory sheet flows
British Library Online Contents | 2007
|Formula for predicting bedload transport rate in oscillatory sheet flows
Online Contents | 2007
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