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contributor authorTawatchai Tingsanchali
contributor authorSelvaratnam Maheswaran
date accessioned2017-05-08T20:40:43Z
date available2017-05-08T20:40:43Z
date copyrightJanuary 1990
date issued1990
identifier other%28asce%290733-9429%281990%29116%3A1%2871%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/23238
description abstractThe depth‐averaged velocity and bottom shear stress distributions in a rectangular channel near a groyne are computed by using a 2‐D depth averaged model. The model uses a hybrid finite difference scheme and an iterative method to solve the governing equations of flow and turbulence transport. Due to streamline curvature effects in the region near the groyne tip, a correction factor is incorporated into the
publisherAmerican Society of Civil Engineers
title2‐D Depth‐Averaged Flow Computation near Groyne
typeJournal Paper
journal volume116
journal issue1
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1990)116:1(71)
treeJournal of Hydraulic Engineering:;1990:;Volume ( 116 ):;issue: 001
contenttypeFulltext


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