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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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