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Article: Multimode morphodynamic model for Sediment-Laden flows and geomorphic impacts

TitleMultimode morphodynamic model for Sediment-Laden flows and geomorphic impacts
Authors
KeywordsGeomorphic impacts
Bedload
Suspended load
Multimode
Morphodynamic model
Issue Date2015
Citation
Journal of Hydraulic Engineering, 2015, v. 141, n. 6 How to Cite?
Abstract© 2015 American Society of Civil Engineers. Sediment-laden flows are a complex solid-fluid interaction process. This study presents a multimode morphodynamic model system combined with shallow water theory and a nonequilibrium assumption for sediment transport. The model system aims to simulate the morphological change caused by sediment-laden flows with various sediment transport modes. It involves three modules: a hydrodynamic module, a sediment transport module, and a morphological evolution module. The hydrodynamic model is governed by modified shallow water equations considering the interaction effects of flow and sediment. A flexible sediment transport model is presented that incorporates a weight coefficient. The model can adaptively choose an appropriate transport mode according to local, real-time flow conditions. Bedload, suspended load, and total mixed sediment load are all involved. The model is solved by a second-order Godunov-type finite-volume method that is robust and accurate. Validation is demonstrated through a series of test cases. The results indicate that the model can attain good agreement with measured data, thereby demonstrating the capabilities of the multimode morphodynamic model system in predicting sediment-laden flows and resulting morphological change.
Persistent Identifierhttp://hdl.handle.net/10722/264950
ISSN
2023 Impact Factor: 2.1
2023 SCImago Journal Rankings: 0.657
ISI Accession Number ID

 

DC FieldValueLanguage
dc.contributor.authorGuan, Mingfu-
dc.contributor.authorWright, Nigel G.-
dc.contributor.authorAndrew Sleigh, P.-
dc.date.accessioned2018-11-08T01:35:24Z-
dc.date.available2018-11-08T01:35:24Z-
dc.date.issued2015-
dc.identifier.citationJournal of Hydraulic Engineering, 2015, v. 141, n. 6-
dc.identifier.issn0733-9429-
dc.identifier.urihttp://hdl.handle.net/10722/264950-
dc.description.abstract© 2015 American Society of Civil Engineers. Sediment-laden flows are a complex solid-fluid interaction process. This study presents a multimode morphodynamic model system combined with shallow water theory and a nonequilibrium assumption for sediment transport. The model system aims to simulate the morphological change caused by sediment-laden flows with various sediment transport modes. It involves three modules: a hydrodynamic module, a sediment transport module, and a morphological evolution module. The hydrodynamic model is governed by modified shallow water equations considering the interaction effects of flow and sediment. A flexible sediment transport model is presented that incorporates a weight coefficient. The model can adaptively choose an appropriate transport mode according to local, real-time flow conditions. Bedload, suspended load, and total mixed sediment load are all involved. The model is solved by a second-order Godunov-type finite-volume method that is robust and accurate. Validation is demonstrated through a series of test cases. The results indicate that the model can attain good agreement with measured data, thereby demonstrating the capabilities of the multimode morphodynamic model system in predicting sediment-laden flows and resulting morphological change.-
dc.languageeng-
dc.relation.ispartofJournal of Hydraulic Engineering-
dc.subjectGeomorphic impacts-
dc.subjectBedload-
dc.subjectSuspended load-
dc.subjectMultimode-
dc.subjectMorphodynamic model-
dc.titleMultimode morphodynamic model for Sediment-Laden flows and geomorphic impacts-
dc.typeArticle-
dc.description.naturelink_to_subscribed_fulltext-
dc.identifier.doi10.1061/(ASCE)HY.1943-7900.0000997-
dc.identifier.scopuseid_2-s2.0-84929671141-
dc.identifier.volume141-
dc.identifier.issue6-
dc.identifier.spagenull-
dc.identifier.epagenull-
dc.identifier.eissn1943-7900-
dc.identifier.isiWOS:000354555400004-
dc.identifier.issnl0733-9429-

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