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contributor authorJisheng Zhang
contributor authorYakun Guo
contributor authorYongming Shen
contributor authorLixiang Zhang
date accessioned2017-05-08T20:45:58Z
date available2017-05-08T20:45:58Z
date copyrightNovember 2008
date issued2008
identifier other%28asce%290733-9429%282008%29134%3A11%281671%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/26416
description abstractResults of a numerical simulation investigating the complicated flushing process of an isolated trapped volume of salt water from a bar-blocked estuary are presented. A multiphase model, a part of the commercial code FLUENT 6.2, is applied. The governing equations together with initial and boundary conditions and the numerical scheme are described. The time-dependent salt-wedge position, vertical-density distribution, and proportion of total input kinetic energy converted into potential energy are examined for various incoming flow densimetric Froude number and estuary bed slope. The vertical position and thickness of the interfacial mixed layer between freshwater and salt water as well as the local gradient Richardson number are determined from simulated density profiles and velocity fields. The good agreement between the simulated and measured results indicates that the numerical model can be successfully applied to investigate the complex flushing process involving stratified flow.
publisherAmerican Society of Civil Engineers
titleNumerical Simulation of Flushing of Trapped Salt Water from a Bar-Blocked Estuary
typeJournal Paper
journal volume134
journal issue11
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(2008)134:11(1671)
treeJournal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 011
contenttypeFulltext


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