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contributor authorKazumasa Mizumura
contributor authorMasashige Yamasaka
date accessioned2017-05-08T20:44:11Z
date available2017-05-08T20:44:11Z
date copyrightDecember 2002
date issued2002
identifier other%28asce%290733-9429%282002%29128%3A12%281098%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25308
description abstractThis study investigates flows in a square and a rectangular embayment located on the side bank of an open channel. It is found that the main flow of the open channel induces a circulatory flow in the square and rectangular embayment and the center of the circulatory flow is shifted downstream in comparison with the center of the embayment. A solution of the shallow water equations solved using the method of variation yields results of the 95% confidence intervals within 10% of mean errors between the observed and computed nondimensional velocities.
publisherAmerican Society of Civil Engineers
titleFlow in Open-Channel Embayments
typeJournal Paper
journal volume128
journal issue12
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(2002)128:12(1098)
treeJournal of Hydraulic Engineering:;2002:;Volume ( 128 ):;issue: 012
contenttypeFulltext


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