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    Improvement of Regression Simulation in Fluvial Sediment Loads

    Source: Journal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 010
    Author:
    Ping Wang
    ,
    Lewis C. Linker
    DOI: 10.1061/(ASCE)0733-9429(2008)134:10(1527)
    Publisher: American Society of Civil Engineers
    Abstract: In the mid-Atlantic region of the United States, sediment loads from stream runoff generally change more rapidly in the rising limb than in the falling limb of a storm hydrograph. As a result, sediment load reaches its peak prior to flow peak, an observation known as clockwise hysteresis. This dynamic load–flow relationship is poorly reproduced by the existing multivariate linear regression models. This paper explores regressors that attempt to incorporate observed features in a statistical model and thus improve load estimates. These included inverse discharge and flow-change regressors. The load estimates using three regression models for eight rivers are compared, and recommended regression equations are proposed.
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      Improvement of Regression Simulation in Fluvial Sediment Loads

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    contributor authorPing Wang
    contributor authorLewis C. Linker
    date accessioned2017-05-08T20:45:56Z
    date available2017-05-08T20:45:56Z
    date copyrightOctober 2008
    date issued2008
    identifier other%28asce%290733-9429%282008%29134%3A10%281527%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/26391
    description abstractIn the mid-Atlantic region of the United States, sediment loads from stream runoff generally change more rapidly in the rising limb than in the falling limb of a storm hydrograph. As a result, sediment load reaches its peak prior to flow peak, an observation known as clockwise hysteresis. This dynamic load–flow relationship is poorly reproduced by the existing multivariate linear regression models. This paper explores regressors that attempt to incorporate observed features in a statistical model and thus improve load estimates. These included inverse discharge and flow-change regressors. The load estimates using three regression models for eight rivers are compared, and recommended regression equations are proposed.
    publisherAmerican Society of Civil Engineers
    titleImprovement of Regression Simulation in Fluvial Sediment Loads
    typeJournal Paper
    journal volume134
    journal issue10
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2008)134:10(1527)
    treeJournal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 010
    contenttypeFulltext
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