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    Surface-based Transport Model for Mixed-Size Sediment

    Source: Journal of Hydraulic Engineering:;2003:;Volume ( 129 ):;issue: 002
    Author:
    Peter R. Wilcock
    ,
    Joanna C. Crowe
    DOI: 10.1061/(ASCE)0733-9429(2003)129:2(120)
    Publisher: American Society of Civil Engineers
    Abstract: We present a transport model for mixed sand/gravel sediments. Fractional transport rates are referenced to the size distribution of the bed surface, rather than subsurface, making the model completely explicit and capable of predicting transient conditions. The model is developed using a new data set of 48 coupled observations of flow, transport, and bed surface grain size using five different sediments. The model incorporates a hiding function that resolves discrepancies observed among earlier hiding functions. The model uses the full size distribution of the bed surface, including sand, and incorporates a nonlinear effect of sand content on gravel transport rate not included in previous models. The model shares some common elements with two previous surface-based transport models, but differs in using the full surface size distribution and in that it is directly developed from a relatively comprehensive data set with unambiguous measurement of surface grain size over a range of flow, transport rate, and sediments.
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      Surface-based Transport Model for Mixed-Size Sediment

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    contributor authorPeter R. Wilcock
    contributor authorJoanna C. Crowe
    date accessioned2017-05-08T20:44:29Z
    date available2017-05-08T20:44:29Z
    date copyrightFebruary 2003
    date issued2003
    identifier other%28asce%290733-9429%282003%29129%3A2%28120%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25503
    description abstractWe present a transport model for mixed sand/gravel sediments. Fractional transport rates are referenced to the size distribution of the bed surface, rather than subsurface, making the model completely explicit and capable of predicting transient conditions. The model is developed using a new data set of 48 coupled observations of flow, transport, and bed surface grain size using five different sediments. The model incorporates a hiding function that resolves discrepancies observed among earlier hiding functions. The model uses the full size distribution of the bed surface, including sand, and incorporates a nonlinear effect of sand content on gravel transport rate not included in previous models. The model shares some common elements with two previous surface-based transport models, but differs in using the full surface size distribution and in that it is directly developed from a relatively comprehensive data set with unambiguous measurement of surface grain size over a range of flow, transport rate, and sediments.
    publisherAmerican Society of Civil Engineers
    titleSurface-based Transport Model for Mixed-Size Sediment
    typeJournal Paper
    journal volume129
    journal issue2
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2003)129:2(120)
    treeJournal of Hydraulic Engineering:;2003:;Volume ( 129 ):;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
    yabeshDSpacePersian