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    Depth-Averaged Simulation of Supercritical Flow in Channel with Wavy Sidewall

    Source: Journal of Hydraulic Engineering:;2000:;Volume ( 126 ):;issue: 006
    Author:
    Thomas Molls
    ,
    Gang Zhao
    DOI: 10.1061/(ASCE)0733-9429(2000)126:6(437)
    Publisher: American Society of Civil Engineers
    Abstract: Supercritical flow in a channel with a wavy sidewall is numerically simulated by solving the two-dimensional (2D) depth-averaged equations using two different second-order accurate finite-difference schemes: ADI and MAC. ADI is an implicit model that uses an alternating-direction-implicit (ADI) scheme to solve the governing equations. MAC is an explicit model employing the MacCormack two-step predictor-corrector scheme. To accurately simulate the wavy sidewall, both models solve the governing equations in transformed computational coordinates. Bottom friction is computed using the Manning formula and the effective stresses are modeled with a constant eddy-viscosity turbulence model. As is customary, the stresses due to depth-averaging are neglected. The computed water depth in the channel is compared with experimental data obtained by Mizumura. The effect of bottom friction, effective stresses, artificial viscosity, grid geometry, boundary conditions, and the Courant-Friedrichs-Lewy (CFL) number are investigated. Similarities and differences in the behavior of the models are observed and discussed.
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      Depth-Averaged Simulation of Supercritical Flow in Channel with Wavy Sidewall

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    contributor authorThomas Molls
    contributor authorGang Zhao
    date accessioned2017-05-08T20:43:50Z
    date available2017-05-08T20:43:50Z
    date copyrightJune 2000
    date issued2000
    identifier other%28asce%290733-9429%282000%29126%3A6%28437%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25046
    description abstractSupercritical flow in a channel with a wavy sidewall is numerically simulated by solving the two-dimensional (2D) depth-averaged equations using two different second-order accurate finite-difference schemes: ADI and MAC. ADI is an implicit model that uses an alternating-direction-implicit (ADI) scheme to solve the governing equations. MAC is an explicit model employing the MacCormack two-step predictor-corrector scheme. To accurately simulate the wavy sidewall, both models solve the governing equations in transformed computational coordinates. Bottom friction is computed using the Manning formula and the effective stresses are modeled with a constant eddy-viscosity turbulence model. As is customary, the stresses due to depth-averaging are neglected. The computed water depth in the channel is compared with experimental data obtained by Mizumura. The effect of bottom friction, effective stresses, artificial viscosity, grid geometry, boundary conditions, and the Courant-Friedrichs-Lewy (CFL) number are investigated. Similarities and differences in the behavior of the models are observed and discussed.
    publisherAmerican Society of Civil Engineers
    titleDepth-Averaged Simulation of Supercritical Flow in Channel with Wavy Sidewall
    typeJournal Paper
    journal volume126
    journal issue6
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2000)126:6(437)
    treeJournal of Hydraulic Engineering:;2000:;Volume ( 126 ):;issue: 006
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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