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contributor authorCenling Xia
contributor authorYee-Chung Jin
date accessioned2017-05-08T20:45:39Z
date available2017-05-08T20:45:39Z
date copyrightOctober 2007
date issued2007
identifier other%28asce%290733-9429%282007%29133%3A10%281145%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/26207
description abstractUsing a depth-averaged model to obtain the velocity and pressure distributions in the vertical direction is difficult. A multilayer model is an option that can be used to improve on the depth-averaged model. However, the unknown flow depth needs to be predicted first and then divided into layers as an input for the multilayer model. An improved multilayer model is proposed here by introducing an implicit layer dividing interfaces that are associated with the flow velocity and pressure distribution. The formulation of interfaces also applies to boundary faces: Free surface and channel beds. Therefore, each flow layer behaves like that in the classical depth-averaged model. Subsequently the governing equations are also simplified due to the vanishing terms related to interfacial flow exchanges. This improved model has been satisfactorily applied to steady flow simulations in three cases: Flow over a slope transition from mild to steep, from steep to mild, and over a trapezoidal weir. The results demonstrate the efficiency and validity of the proposed models to simulate open channel flows with bed slope changes.
publisherAmerican Society of Civil Engineers
titleMultilayer Depth-Averaged Flow Model with Implicit Interfaces
typeJournal Paper
journal volume133
journal issue10
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(2007)133:10(1145)
treeJournal of Hydraulic Engineering:;2007:;Volume ( 133 ):;issue: 010
contenttypeFulltext


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