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contributor authorD. Alan Ervine
contributor authorK. Babaeyan-Koopaei
contributor authorRobert H. J. Sellin
date accessioned2017-05-08T20:43:53Z
date available2017-05-08T20:43:53Z
date copyrightSeptember 2000
date issued2000
identifier other%28asce%290733-9429%282000%29126%3A9%28653%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25081
description abstractThis paper presents a practical method to predict depth-averaged velocity and shear stress for straight and meandering overbank flows. An analytical solution to the depth-integrated turbulent form of the Navier-Stokes equation is presented that includes lateral shear and secondary flows in addition to bed friction. The novelty of the present approach is not only its inclusion of the secondary flows in the formulation but also its applicability to straight and meandering channels. The analytical solution is applied to a number of channels, at model and field scales, and is also compared with other available methods such as that of Shiono and Knight and the lateral distribution method. The present formulation gives much better predictions of velocity and shear stress, particularly in those cases where the secondary flows are dominant.
publisherAmerican Society of Civil Engineers
titleTwo-Dimensional Solution for Straight and Meandering Overbank Flows
typeJournal Paper
journal volume126
journal issue9
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(2000)126:9(653)
treeJournal of Hydraulic Engineering:;2000:;Volume ( 126 ):;issue: 009
contenttypeFulltext


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