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dc.contributor.authorYongcan Chen
dc.contributor.authorZhiyong Wang
dc.contributor.authorZhaowei Liu
dc.contributor.authorDejun Zhu
dc.date.accessioned2017-05-08T21:51:16Z
dc.date.available2017-05-08T21:51:16Z
dc.date.copyrightFebruary 2012
dc.date.issued2012
dc.identifier.other%28asce%29hy%2E1943-7900%2E0000508.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/64332
dc.description.abstractThis paper presents a new method, the water stage prediction-correction (WSPC) method, based on the theory of characteristics to couple numerical models in the boundary-connected way for shallow-water flows. From the WSPC method, a one-dimensional (1D)–two-dimensional (2D) coupled numerical model is established, which incorporates the artificial porosity method and is thus capable of treating wetting and drying. Details of the 1D submodel and the 2D submodel are given, with special emphasis put on the coupling between the submodels. With the help of the WSPC method, the physically coupled submodels are executed separately and then coupled by means of prediction-correction of the water stages at the coupling units (i.e., where the submodels are linked) so that it is possible to make use of existing submodels with minimum modifications. The convergence of the WSPC method is proved, and the parameter identification is discussed, taking a flat-bottom channel with rectangular cross section as an example. The one-dimensional 1D–2D coupled model is applied to both a hypothetic case and a real-life case in central China, and the results show its validity, stability, and practical reliability.
dc.publisherAmerican Society of Civil Engineers
dc.title1D–2D Coupled Numerical Model for Shallow-Water Flows
dc.typeJournal Paper
dc.journal.volume138
dc.journal.issue2
dc.journal.titleJournal of Hydraulic Engineering
dc.identifier.doi10.1061/(ASCE)HY.1943-7900.0000481
dc.treeJournal of Hydraulic Engineering:;2012:;Volume ( 138 ):;issue: 002
dc.contenttypeFulltext


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