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    Calibration of Riverbed Roughness

    Source: Journal of Hydraulic Engineering:;1995:;Volume ( 121 ):;issue: 009
    Author:
    A. M. Wasantha Lal
    DOI: 10.1061/(ASCE)0733-9429(1995)121:9(664)
    Publisher: American Society of Civil Engineers
    Abstract: Singular value decomposition is used to calibrate the Manning's roughness coefficients in a one-dimensional unsteady flow model of the Upper Niagara River. The method is used to solve for the parameters after formulating the calibration problem as a generalized linear inverse problem. Singular value decomposition is useful in solving underdetermined, overdetermined or even-determined problems, and can provide information to compute matrices describing parameter resolution, covariance, and correlation. This information is useful in identifying the important parameter groups in the model. Calibration is repeated with different numbers of parameter groups to determine the variation of the output error and uncertainty of the parameters with the parameter dimension. For purposes of comparison, the model with a selected group of parameters is calibrated using the Gauss-Newton method and minimax methods. The study shows the relationship of the parameters to the geometric layout of the river and the gauging stations.
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      Calibration of Riverbed Roughness

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    contributor authorA. M. Wasantha Lal
    date accessioned2017-05-08T20:42:23Z
    date available2017-05-08T20:42:23Z
    date copyrightSeptember 1995
    date issued1995
    identifier other%28asce%290733-9429%281995%29121%3A9%28664%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/24190
    description abstractSingular value decomposition is used to calibrate the Manning's roughness coefficients in a one-dimensional unsteady flow model of the Upper Niagara River. The method is used to solve for the parameters after formulating the calibration problem as a generalized linear inverse problem. Singular value decomposition is useful in solving underdetermined, overdetermined or even-determined problems, and can provide information to compute matrices describing parameter resolution, covariance, and correlation. This information is useful in identifying the important parameter groups in the model. Calibration is repeated with different numbers of parameter groups to determine the variation of the output error and uncertainty of the parameters with the parameter dimension. For purposes of comparison, the model with a selected group of parameters is calibrated using the Gauss-Newton method and minimax methods. The study shows the relationship of the parameters to the geometric layout of the river and the gauging stations.
    publisherAmerican Society of Civil Engineers
    titleCalibration of Riverbed Roughness
    typeJournal Paper
    journal volume121
    journal issue9
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1995)121:9(664)
    treeJournal of Hydraulic Engineering:;1995:;Volume ( 121 ):;issue: 009
    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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