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    Modeling of Spatial Lag in Bed-Load Transport Processes and Its Effect on Dune Morphology

    Source: Journal of Hydraulic Engineering:;2017:;Volume ( 143 ):;issue: 002
    Author:
    Olav J. M. van Duin
    ,
    S. J. M. H. Hulscher
    ,
    J. S. Ribberink
    ,
    C. M. Dohmen-Janssen
    DOI: 10.1061/(ASCE)HY.1943-7900.0001254
    Publisher: American Society of Civil Engineers
    Abstract: In the present study, two bed-load transport models are introduced in an existing idealized dune model. These allow for the modeling of the spatial lag between the sediment transport rate and bed shear stress along dune surfaces. This lag is an important factor in determining transitions between bedform regimes. Results of the original dune model (using an equilibrium transport formula) are compared with (1) a new model version that directly models spatial lag with a relaxation equation and (2) a new model version including pick-up and deposition processes. Both bed-load models use mean particle step length as an important parameter, which is varied to assess which value is appropriate for the dune regime. Laboratory experiments are simulated with the model. This shows that the results are best with the pick-up and deposition model version, combined with a step length of 25 times the particle diameter. It is furthermore shown that in principle the model is also able to wash out fully grown dunes, by increasing the step length parameter.
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      Modeling of Spatial Lag in Bed-Load Transport Processes and Its Effect on Dune Morphology

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4239016
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    contributor authorOlav J. M. van Duin
    contributor authorS. J. M. H. Hulscher
    contributor authorJ. S. Ribberink
    contributor authorC. M. Dohmen-Janssen
    date accessioned2017-12-16T09:08:04Z
    date available2017-12-16T09:08:04Z
    date issued2017
    identifier other%28ASCE%29HY.1943-7900.0001254.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4239016
    description abstractIn the present study, two bed-load transport models are introduced in an existing idealized dune model. These allow for the modeling of the spatial lag between the sediment transport rate and bed shear stress along dune surfaces. This lag is an important factor in determining transitions between bedform regimes. Results of the original dune model (using an equilibrium transport formula) are compared with (1) a new model version that directly models spatial lag with a relaxation equation and (2) a new model version including pick-up and deposition processes. Both bed-load models use mean particle step length as an important parameter, which is varied to assess which value is appropriate for the dune regime. Laboratory experiments are simulated with the model. This shows that the results are best with the pick-up and deposition model version, combined with a step length of 25 times the particle diameter. It is furthermore shown that in principle the model is also able to wash out fully grown dunes, by increasing the step length parameter.
    publisherAmerican Society of Civil Engineers
    titleModeling of Spatial Lag in Bed-Load Transport Processes and Its Effect on Dune Morphology
    typeJournal Paper
    journal volume143
    journal issue2
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0001254
    treeJournal of Hydraulic Engineering:;2017:;Volume ( 143 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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