Critical Shear Stress of Bimodal Sediment in Sand-Gravel Rivers
Publication: Journal of Hydraulic Engineering
Volume 133, Issue 5
Abstract
A new model for the critical shear stress and the transport of graded sediment is presented. The model is based on the size distribution of the bed surface and can be used to compute sediment transport rates in numerical simulations with an active layer model. This model makes a distinction between unimodal and bimodal sediments. It is assumed that all size fractions of unimodal sediments have the same critical shear stress while there is selective transport for the gravel fractions of bimodal sediments. A recently published laboratory transport data set is used to calibrate our model.
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Acknowledgments
This work was supported by Electricité de France—Laboratoire National d’Hydraulique et Environnement and SOGREAH. The authors thank Peter R. Wilcock for making available the data used in the paper.
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© 2007 ASCE.
History
Received: Jun 7, 2005
Accepted: Aug 30, 2006
Published online: May 1, 2007
Published in print: May 2007
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