TECHNICAL NOTES
May 1, 2007

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.

References

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Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 133Issue 5May 2007
Pages: 555 - 559

History

Received: Jun 7, 2005
Accepted: Aug 30, 2006
Published online: May 1, 2007
Published in print: May 2007

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Authors

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Matthieu de Linares
Graduate Student, Laboratoire d’Etudes des Transferts en Hydrologie et Environnement, Univ. of Grenoble, Boîte Postale 53, 38 041 Grenoble Cedex 09, France.
Philippe Belleudy [email protected]
Professor, Laboratoire d’Etudes des Transferts en Hydrologie et Environnement, University of Grenoble, Boîte Postale 53, 38 041 Grenoble Cedex 09, France. E-mail: [email protected]

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