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    Efficient Finite-Volume Model for Shallow-Water Flows Using an Implicit Dual Time-Stepping Method

    Source: Journal of Hydraulic Engineering:;2015:;Volume ( 141 ):;issue: 006
    Author:
    Haijun Yu
    ,
    Guoru Huang
    ,
    Chuanhao Wu
    DOI: 10.1061/(ASCE)HY.1943-7900.0000998
    Publisher: American Society of Civil Engineers
    Abstract: An implicit dual time-stepping method (DTS) is applied to a Godunov-type finite-volume model for two-dimensional (2D) shallow-water flows on unstructured grids to improve run-time efficiency. In this model, an implicit nonlinear lower–upper symmetric Gauss–Seidel (LU-SGS) solution algorithm is used as an inner iteration solver for DTS. To relieve the quantity nonconservation problem of DTS, a water quantity conservation correction method is presented. Five extensive test cases including two analytical benchmark cases and experimental and actual dam-break cases have been applied to validate the proposed model and to demonstrate its performance by comparison with an explicit scheme. The presented results show that DTS can reduce the run time from 55 to 78% without or with a minimal loss of accuracy. The overall performance demonstrates that the proposed model is accurate and efficient for simulating shallow water in practical applications.
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      Efficient Finite-Volume Model for Shallow-Water Flows Using an Implicit Dual Time-Stepping Method

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    http://yetl.yabesh.ir/yetl1/handle/yetl/76254
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    contributor authorHaijun Yu
    contributor authorGuoru Huang
    contributor authorChuanhao Wu
    date accessioned2017-05-08T22:17:11Z
    date available2017-05-08T22:17:11Z
    date copyrightJune 2015
    date issued2015
    identifier other40097249.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/76254
    description abstractAn implicit dual time-stepping method (DTS) is applied to a Godunov-type finite-volume model for two-dimensional (2D) shallow-water flows on unstructured grids to improve run-time efficiency. In this model, an implicit nonlinear lower–upper symmetric Gauss–Seidel (LU-SGS) solution algorithm is used as an inner iteration solver for DTS. To relieve the quantity nonconservation problem of DTS, a water quantity conservation correction method is presented. Five extensive test cases including two analytical benchmark cases and experimental and actual dam-break cases have been applied to validate the proposed model and to demonstrate its performance by comparison with an explicit scheme. The presented results show that DTS can reduce the run time from 55 to 78% without or with a minimal loss of accuracy. The overall performance demonstrates that the proposed model is accurate and efficient for simulating shallow water in practical applications.
    publisherAmerican Society of Civil Engineers
    titleEfficient Finite-Volume Model for Shallow-Water Flows Using an Implicit Dual Time-Stepping Method
    typeJournal Paper
    journal volume141
    journal issue6
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0000998
    treeJournal of Hydraulic Engineering:;2015:;Volume ( 141 ):;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
    yabeshDSpacePersian