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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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