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dc.contributor.authorAlok Kumar
dc.contributor.authorGourabananda Pahar
dc.date.accessioned2023-11-27T23:32:49Z
dc.date.available2023-11-27T23:32:49Z
dc.date.issued7/18/2023 12:00:00 AM
dc.date.issued2023-07-18
dc.identifier.otherJHYEFF.HEENG-5888.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4293652
dc.description.abstractA comparative study concerning dynamic, local, and zero inertia variants of volume-averaged depth-integrated porous shallow water equations has been presented. The first two hyperbolic models are resolved through an explicit augmented approximate Riemann solver, and the diffusive parabolic model employs an implicit formulation. Three benchmark tests are simulated and compared through all three counterparts. The diffusive wave model offers a wide range of time-step choices and, subsequently, lesser computational cost when the temporal variation of flow depth/velocity is relatively small. However, explicit hyperbolic models outperform in the case of rapidly varied flow interaction with granular media.
dc.publisherASCE
dc.titleApplicability of Dynamic, Local, and Diffusive Wave Models for Unified Depth-Averaged Fluid Flow Interaction with Porous Media
dc.typeJournal Article
dc.journal.volume28
dc.journal.issue10
dc.journal.titleJournal of Hydrologic Engineering
dc.identifier.doi10.1061/JHYEFF.HEENG-5888
dc.journal.fristpage04023028-1
dc.journal.lastpage04023028-13
dc.page13
dc.treeJournal of Hydrologic Engineering:;2023:;Volume ( 028 ):;issue: 010
dc.contenttypeFulltext


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