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    Nonlinear Regression Applied to Hydrologic Data

    Source: Journal of Irrigation and Drainage Engineering:;1994:;Volume ( 120 ):;issue: 003
    Author:
    Alexander C. Demetracopoulos
    DOI: 10.1061/(ASCE)0733-9437(1994)120:3(652)
    Publisher: American Society of Civil Engineers
    Abstract: An overview of nonlinear regression is presented based on the concept of model linearization and use of successive approximations in order to minimize the sum of squared residuals. The Marquardt method is proposed as a general tool for regression on nonlinear expressions. Using concepts from linear regression, it is possible to investigate the statistical behavior of model parameters and thus choose between competing models. To demonstrate the applicability of the method, intensity-duration-frequency (IDF) curves were constructed from point-precipitation data. Such curves are required for the design of urban drainage systems via the rational formula. The constructed IDF curves represent precipitation conditions at two urban areas in Southwestern Greece. The present approach can be very useful in many civil-engineering applications because it avoids the bias associated with logarithmic transformation of nonlinear expressions and subsequent application of linear regression. It can also be extended to a set of algebraic or differential equations for one independent variable.
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      Nonlinear Regression Applied to Hydrologic Data

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    contributor authorAlexander C. Demetracopoulos
    date accessioned2017-05-08T20:47:59Z
    date available2017-05-08T20:47:59Z
    date copyrightMay 1994
    date issued1994
    identifier other%28asce%290733-9437%281994%29120%3A3%28652%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/27568
    description abstractAn overview of nonlinear regression is presented based on the concept of model linearization and use of successive approximations in order to minimize the sum of squared residuals. The Marquardt method is proposed as a general tool for regression on nonlinear expressions. Using concepts from linear regression, it is possible to investigate the statistical behavior of model parameters and thus choose between competing models. To demonstrate the applicability of the method, intensity-duration-frequency (IDF) curves were constructed from point-precipitation data. Such curves are required for the design of urban drainage systems via the rational formula. The constructed IDF curves represent precipitation conditions at two urban areas in Southwestern Greece. The present approach can be very useful in many civil-engineering applications because it avoids the bias associated with logarithmic transformation of nonlinear expressions and subsequent application of linear regression. It can also be extended to a set of algebraic or differential equations for one independent variable.
    publisherAmerican Society of Civil Engineers
    titleNonlinear Regression Applied to Hydrologic Data
    typeJournal Paper
    journal volume120
    journal issue3
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)0733-9437(1994)120:3(652)
    treeJournal of Irrigation and Drainage Engineering:;1994:;Volume ( 120 ):;issue: 003
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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