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dc.contributor.authorNaveed Ul Hassan Bhat
dc.contributor.authorGourabananda Pahar
dc.date.accessioned2022-01-30T22:37:56Z
dc.date.available2022-01-30T22:37:56Z
dc.date.issued2/1/2021
dc.identifier.other(ASCE)HE.1943-5584.0002028.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4269307
dc.description.abstractA two-dimensional diffusive wave framework is proposed for modeling interaction between flow through and outside porous media. The depth-integrated parabolic model was developed with an assumption of zero temporal/convective accelerations, making it appropriate for field-scale simulations. The effects of bed shear arising from the bathymetry, roughness, and properties of granular media are consolidated into a single hydraulic diffusivity coefficient. The equation is resolved in a structured finite-volume grid with implicit time stepping. The proposed framework was validated with a standard analytical solution and small-scale experimental results. A synthetic test case containing irregular ground surface demonstrated the capability of the proposed model for real-time simulation.
dc.publisherASCE
dc.titleDiffusion Wave Approximation of Depth-Averaged Flow Interaction with Porous Media
dc.typeJournal Paper
dc.journal.volume26
dc.journal.issue2
dc.journal.titleJournal of Hydrologic Engineering
dc.identifier.doi10.1061/(ASCE)HE.1943-5584.0002028
dc.journal.fristpage04020064
dc.journal.lastpage04020064-10
dc.page10
dc.treeJournal of Hydrologic Engineering:;2021:;Volume ( 026 ):;issue: 002
dc.contenttypeFulltext


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