Technical Notes
Feb 28, 2014

Using Both Free Surface Effect and Sediment Transport Mode Parameters in Defining the Morphology of River Dunes and Their Evolution to Upper Stage Plane Beds

Publication: Journal of Hydraulic Engineering
Volume 140, Issue 6

Abstract

Dunes are common bed forms in sand bed rivers and are of central interest in water management purposes. Due to flow separation and associated energy dissipation, dunes form the main source of hydraulic roughness. A large number of dune dimension data sets was compiled and analyzed in this study—414 experiments from flumes and the field—showing a significantly different evolution of dune height and length in flows with low Froude numbers (negligible free surface effects) and flows with high Froude numbers (large free surface effects). For high Froude numbers (0.320.84), relative dune heights are observed to grow only in the bed load dominant transport regime and start to decay for u*/ws (suspension number) exceeding 1. Dunes in this case are not observed for suspension numbers greater than 2.5. For low Froude numbers (0.05–0.32), relative dune heights continue to grow from the bed load to suspended load dominant transport regime. Dunes in this case are not observed for suspension numbers greater than 5. It was concluded that for reliable predictions of dune morphology and their evolution to upper stage plane beds, it is essential to address both free surface effects and sediment transport mode.

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Acknowledgments

This study is part of the BedFormFlood project supported by the Dutch Technology Foundation STW, the Applied Science Division of NWO, and the technology program of the Ministry of Economic Affairs. The authors wish to thank P. Termes, R. van der Mark, and A. Paarlberg for providing the bed-form data sets used in the analysis.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 140Issue 6June 2014

History

Received: Nov 17, 2012
Accepted: Jan 21, 2014
Published online: Feb 28, 2014
Published in print: Jun 1, 2014
Discussion open until: Jul 28, 2014

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Authors

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Suleyman Naqshband [email protected]
Dept. of Civil Engineering, Water Engineering and Management, Univ. of Twente, P.O. Box 217, 7500 AE Enschede, Netherlands (corresponding author). E-mail: [email protected]
Jan S. Ribberink [email protected]
Dept. of Civil Engineering, Water Engineering and Management, Univ. of Twente, P.O. Box 217, 7500 AE Enschede, Netherlands. E-mail: [email protected]
Suzanne J. M. H. Hulscher [email protected]
Professor, Dept. of Civil Engineering, Water Engineering and Management, Univ. of Twente, P.O. Box 217, 7500 AE Enschede, Netherlands. E-mail: [email protected]

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