TECHNICAL PAPERS
Mar 15, 2004

Overbank Flow in Symmetrically Narrowing Floodplains

Publication: Journal of Hydraulic Engineering
Volume 130, Issue 4

Abstract

Experimental data are presented for flow in compound channels with symmetrically narrowing floodplains. In such a geometry, the flow behavior presents similarities with the more complex flow in a meandering compound channel, yet without the curvature effects, because of mass transfers between the floodplains and the main channel, and secondary currents induced in the main channel. An estimation of the momentum transfer generated by the mass transfer is found significant compared to the frictional losses. It mainly depends on the geometrical parameters and is practically independent of the friction slope. Free-surface profile computations are performed with the exchange discharge model (EDM) to incorporate the effects of the momentum transfer in terms of an additional head loss. Agreement was found between measured and computed water surfaces, thus validating the EDM approach.

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References

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Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 130Issue 4April 2004
Pages: 305 - 312

History

Received: Nov 1, 2001
Accepted: Aug 18, 2003
Published online: Mar 15, 2004
Published in print: Apr 2004

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Authors

Affiliations

D. Bousmar
Post-Doctoral Researcher, Fond National de la Recherche Scientifique; and Dept. of Civil Engineering, Hydraulics Unit, Univ. catholique de Louvain, Place du Levant, 1, B-1348 Louvain-la-Neuve, Belgium.
N. Wilkin
Graduate student, Dept. of Civil Engineering, Hydraulics Unit, Univ. catholique de Louvain, Place du Levant, 1, B-1348 Louvain-la-Neuve, Belgium.
J.-H. Jacquemart
Graduate student, Dept. of Civil Engineering, Hydraulics Unit, Univ. catholique de Louvain, Place du Levant, 1, B-1348 Louvain-la-Neuve, Belgium.
Y. Zech
Professor, Dept. of Civil Engineering, Hydraulics Unit, Univ. catholique de Louvain, Place du Levant, 1, B-1348 Louvain-la-Neuve, Belgium.

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