Nonlinear Regression Applied to Hydrologic DataSource: Journal of Irrigation and Drainage Engineering:;1994:;Volume ( 120 ):;issue: 003Author: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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| contributor author | Alexander C. Demetracopoulos | |
| date accessioned | 2017-05-08T20:47:59Z | |
| date available | 2017-05-08T20:47:59Z | |
| date copyright | May 1994 | |
| date issued | 1994 | |
| identifier other | %28asce%290733-9437%281994%29120%3A3%28652%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/27568 | |
| description 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. | |
| publisher | American Society of Civil Engineers | |
| title | Nonlinear Regression Applied to Hydrologic Data | |
| type | Journal Paper | |
| journal volume | 120 | |
| journal issue | 3 | |
| journal title | Journal of Irrigation and Drainage Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9437(1994)120:3(652) | |
| tree | Journal of Irrigation and Drainage Engineering:;1994:;Volume ( 120 ):;issue: 003 | |
| contenttype | Fulltext |