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    Eulerian Deposition Model for Sediment Mixture in Gravel-Bed Rivers with Broad Particle Size Distributions

    Source: Journal of Hydraulic Engineering:;2020:;Volume ( 146 ):;issue: 010
    Author:
    Tatsuhiko Uchida
    ,
    Yoshihisa Kawahara
    ,
    Yusuke Hayashi
    ,
    Ayano Tateishi
    DOI: 10.1061/(ASCE)HY.1943-7900.0001783
    Publisher: ASCE
    Abstract: Predicting sediment transport and river morphodynamics is a challenging task in gravel-bed rivers where sediment mixtures have various particle sizes. In this study, we derive a binary packing formula by introducing the available porosity for finer sediment particles. The binary packing problem using natural fluvial sediment with various diameter ratios could be reproduced using the proposed formula. We apply this new model to a scenario with mixed-size sediments to calculate gravel-bed porosity. To validate the model, we compare model results to those obtained via an experiment using natural fluvial sediments. The present model exhibits good agreement with the measurements of the deposited sediment in gravel-bed rivers. Because the present model simulates the deposition process of sediment mixtures, it can be coupled with computational fluid dynamic and sediment transport models for predicting morphodynamics in gravel-bed rivers.
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      Eulerian Deposition Model for Sediment Mixture in Gravel-Bed Rivers with Broad Particle Size Distributions

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4266875
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    contributor authorTatsuhiko Uchida
    contributor authorYoshihisa Kawahara
    contributor authorYusuke Hayashi
    contributor authorAyano Tateishi
    date accessioned2022-01-30T20:38:58Z
    date available2022-01-30T20:38:58Z
    date issued10/1/2020 12:00:00 AM
    identifier other%28ASCE%29HY.1943-7900.0001783.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4266875
    description abstractPredicting sediment transport and river morphodynamics is a challenging task in gravel-bed rivers where sediment mixtures have various particle sizes. In this study, we derive a binary packing formula by introducing the available porosity for finer sediment particles. The binary packing problem using natural fluvial sediment with various diameter ratios could be reproduced using the proposed formula. We apply this new model to a scenario with mixed-size sediments to calculate gravel-bed porosity. To validate the model, we compare model results to those obtained via an experiment using natural fluvial sediments. The present model exhibits good agreement with the measurements of the deposited sediment in gravel-bed rivers. Because the present model simulates the deposition process of sediment mixtures, it can be coupled with computational fluid dynamic and sediment transport models for predicting morphodynamics in gravel-bed rivers.
    publisherASCE
    titleEulerian Deposition Model for Sediment Mixture in Gravel-Bed Rivers with Broad Particle Size Distributions
    typeJournal Paper
    journal volume146
    journal issue10
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0001783
    page12
    treeJournal of Hydraulic Engineering:;2020:;Volume ( 146 ):;issue: 010
    contenttypeFulltext
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