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contributor authorSemaan Sarraf
contributor authorRené Kahawita
contributor authorNassir Eljabi
date accessioned2017-05-08T21:12:10Z
date available2017-05-08T21:12:10Z
date copyrightApril 1988
date issued1988
identifier other%28asce%290887-3801%281988%292%3A2%28170%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/42603
description abstractBased on the three‐dimensional (3‐D) hydrodynamic Navier‐Stokes equations, a numerical model is developed to simulate circulations in small shallow lakes with particularly irregular geometry. The geometry of the flow field is fitted with a three‐dimensional movable mesh based on a 3‐D coordinate transformation. It conforms to the irregularity of the boundaries and bathymetry and follows at every instant the movement of the free water surface. The equations are integrated over a curvilinear control volume. The discretization process is applied based on MacCormack's fractional step scheme. The surface wind stress is then computed according to Von Karman's approach. A new approximation of the distribution of the eddy viscosity is introduced. The model results are compared against an analytical solution and experimental data. The application of the model to Lake Delaney reveals the effect of the induced circulation on the existing flow pattern. Computed results demonstrate the capability of the model to handle natural complex flow patterns.
publisherAmerican Society of Civil Engineers
title3‐D General Movable Mesh in Water Circulation Modeling
typeJournal Paper
journal volume2
journal issue2
journal titleJournal of Computing in Civil Engineering
identifier doi10.1061/(ASCE)0887-3801(1988)2:2(170)
treeJournal of Computing in Civil Engineering:;1988:;Volume ( 002 ):;issue: 002
contenttypeFulltext


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