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contributor authorJianchun Huang
contributor authorLarry J. Weber
contributor authorYong G. Lai
date accessioned2017-05-08T20:44:16Z
date available2017-05-08T20:44:16Z
date copyrightMarch 2002
date issued2002
identifier other%28asce%290733-9429%282002%29128%3A3%28268%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25338
description abstractAn open-channel junction flow is encountered in many hydraulic structures ranging from wastewater treatment facilities to fish passage conveyance structures. An extensive number of experimental studies have been conducted but a comprehensive three-dimensional numerical study of junction flow characteristics has not been performed and reported. In this paper, a three-dimensional numerical model is developed to investigate the open-channel junction flow. The main objective is to present the validation of a three-dimensional numerical model with high-quality experimental data and compare additional simulations with classical one-dimensional water surface calculations. The three-dimensional model is first validated using the experimental data of a 90° junction flow under two flow conditions. Good agreement is obtained between the model simulation and the experimental measurements. The model is then applied to investigate the effect of the junction angle on the flow characteristics and a discussion of the results is presented.
publisherAmerican Society of Civil Engineers
titleThree-Dimensional Numerical Study of Flows in Open-Channel Junctions
typeJournal Paper
journal volume128
journal issue3
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(2002)128:3(268)
treeJournal of Hydraulic Engineering:;2002:;Volume ( 128 ):;issue: 003
contenttypeFulltext


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