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    Regression Estimates for Topological‐hydrograph Input

    Source: Journal of Water Resources Planning and Management:;1988:;Volume ( 114 ):;issue: 004
    Author:
    Michael R. Karlinger
    ,
    D. Phillip Guertin
    ,
    Brent M. Troutman
    DOI: 10.1061/(ASCE)0733-9496(1988)114:4(446)
    Publisher: American Society of Civil Engineers
    Abstract: Physiographic, hydrologic, and rainfall data from 18 small drainage basins in semiarid, central Wyoming were used to calibrate topological, unit‐hydrograph models for celerity, the average rate of travel of a flood wave through the basin. The data set consisted of basin characteristics and hydrologic data for the 18 basins and rainfall data for 68 storms. Calibrated values of celerity and peak discharges subsequently were regressed as a function of the basin characteristics and excess rainfall volume. Predicted values obtained in this way can be used as input for estimating hydrographs in ungaged basins. The regression models included ordinary least‐squares and seemingly unrelated regression. This latter regression model jointly estimated the celerity and peak discharge. The correlation between residuals of the celerity and peak‐discharge regressions was sufficiently large to de‐, crease the variances of estimated univariate‐model parameters.
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      Regression Estimates for Topological‐hydrograph Input

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    http://yetl.yabesh.ir/yetl1/handle/yetl/38914
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    contributor authorMichael R. Karlinger
    contributor authorD. Phillip Guertin
    contributor authorBrent M. Troutman
    date accessioned2017-05-08T21:06:25Z
    date available2017-05-08T21:06:25Z
    date copyrightJuly 1988
    date issued1988
    identifier other%28asce%290733-9496%281988%29114%3A4%28446%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/38914
    description abstractPhysiographic, hydrologic, and rainfall data from 18 small drainage basins in semiarid, central Wyoming were used to calibrate topological, unit‐hydrograph models for celerity, the average rate of travel of a flood wave through the basin. The data set consisted of basin characteristics and hydrologic data for the 18 basins and rainfall data for 68 storms. Calibrated values of celerity and peak discharges subsequently were regressed as a function of the basin characteristics and excess rainfall volume. Predicted values obtained in this way can be used as input for estimating hydrographs in ungaged basins. The regression models included ordinary least‐squares and seemingly unrelated regression. This latter regression model jointly estimated the celerity and peak discharge. The correlation between residuals of the celerity and peak‐discharge regressions was sufficiently large to de‐, crease the variances of estimated univariate‐model parameters.
    publisherAmerican Society of Civil Engineers
    titleRegression Estimates for Topological‐hydrograph Input
    typeJournal Paper
    journal volume114
    journal issue4
    journal titleJournal of Water Resources Planning and Management
    identifier doi10.1061/(ASCE)0733-9496(1988)114:4(446)
    treeJournal of Water Resources Planning and Management:;1988:;Volume ( 114 ):;issue: 004
    contenttypeFulltext
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