YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    View Item 
    •   YE&T Library
    • ASCE
    • Journal of Hydraulic Engineering
    • View Item
    •   YE&T Library
    • ASCE
    • Journal of Hydraulic Engineering
    • View Item
    • All Fields
    • Source Title
    • Year
    • Publisher
    • Title
    • Subject
    • Author
    • DOI
    • ISBN
    Advanced Search
    JavaScript is disabled for your browser. Some features of this site may not work without it.

    Archive

    Channel Geometry Controls Downstream Lags in Sediment Rating Curves

    Source: Journal of Hydraulic Engineering:;2018:;Volume ( 144 ):;issue: 004
    Author:
    Kim Dae-Hong;Paik Kyungrock
    DOI: 10.1061/(ASCE)HY.1943-7900.0001418
    Publisher: American Society of Civil Engineers
    Abstract: In transport-limited alluvial streams, the suspended sediment concentration C exhibits power functional relationships with the flow discharge Q at a given station. Once the power-law C-Q relationships at multiple stations along a stream are compiled, these relationships either systematically lag in the downstream direction (i.e., decreasing C downstream for a constant Q) or overlap each other (i.e., similar C for a constant Q anywhere along the stream). It has been claimed that the mode of downstream C-Q (lag or overlap) is associated with the downstream channel geometry. This poses a fundamental question as to whether different modes of downstream C-Q relationships are the mechanistic consequences of channel hydraulics functions induced by different channel geometries or distinct channel geometries are the signatures of adaptation to the varying C-Q relationships. This question is investigated in this study with theoretical streams by applying a numerical model which solves sediment flux and shallow water equations simultaneously. Simulation results are consistent with observations from natural rivers in many respects, such as power-law at-a-station and downstream hydraulic geometry relationships. Lagged C-Q relationships are reproduced whereas the degree of a lag depends on the imposed channel geometry. This agrees with field observations and can be explained through the downstream increase rate in the bed shear stress. These findings imply that the downstream lag in C-Q relationships is the resultant feature of a given channel geometry.
    • Download: (558.0Kb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Statistics

      Channel Geometry Controls Downstream Lags in Sediment Rating Curves

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/4250786
    Collections
    • Journal of Hydraulic Engineering

    Show full item record

    contributor authorKim Dae-Hong;Paik Kyungrock
    date accessioned2019-02-26T08:00:04Z
    date available2019-02-26T08:00:04Z
    date issued2018
    identifier other%28ASCE%29HY.1943-7900.0001418.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4250786
    description abstractIn transport-limited alluvial streams, the suspended sediment concentration C exhibits power functional relationships with the flow discharge Q at a given station. Once the power-law C-Q relationships at multiple stations along a stream are compiled, these relationships either systematically lag in the downstream direction (i.e., decreasing C downstream for a constant Q) or overlap each other (i.e., similar C for a constant Q anywhere along the stream). It has been claimed that the mode of downstream C-Q (lag or overlap) is associated with the downstream channel geometry. This poses a fundamental question as to whether different modes of downstream C-Q relationships are the mechanistic consequences of channel hydraulics functions induced by different channel geometries or distinct channel geometries are the signatures of adaptation to the varying C-Q relationships. This question is investigated in this study with theoretical streams by applying a numerical model which solves sediment flux and shallow water equations simultaneously. Simulation results are consistent with observations from natural rivers in many respects, such as power-law at-a-station and downstream hydraulic geometry relationships. Lagged C-Q relationships are reproduced whereas the degree of a lag depends on the imposed channel geometry. This agrees with field observations and can be explained through the downstream increase rate in the bed shear stress. These findings imply that the downstream lag in C-Q relationships is the resultant feature of a given channel geometry.
    publisherAmerican Society of Civil Engineers
    titleChannel Geometry Controls Downstream Lags in Sediment Rating Curves
    typeJournal Paper
    journal volume144
    journal issue4
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0001418
    page4018006
    treeJournal of Hydraulic Engineering:;2018:;Volume ( 144 ):;issue: 004
    contenttypeFulltext
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian
     
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian