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contributor authorD. Bousmar
contributor authorN. Wilkin
contributor authorJ.-H. Jacquemart
contributor authorY. Zech
date accessioned2017-05-08T20:44:48Z
date available2017-05-08T20:44:48Z
date copyrightApril 2004
date issued2004
identifier other%28asce%290733-9429%282004%29130%3A4%28305%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25707
description abstractExperimental 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.
publisherAmerican Society of Civil Engineers
titleOverbank Flow in Symmetrically Narrowing Floodplains
typeJournal Paper
journal volume130
journal issue4
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(2004)130:4(305)
treeJournal of Hydraulic Engineering:;2004:;Volume ( 130 ):;issue: 004
contenttypeFulltext


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