Technical Papers
Sep 28, 2012

Efficient Calibration Technique under Irregular Response Surface

Publication: Journal of Hydrologic Engineering
Volume 18, Issue 9

Abstract

Conceptual rainfall-runoff models that aim at predicting streamflow from the knowledge of rainfall over a catchment are a basic tool for flood forecasting. The parameter calibration of a conceptual model usually involves the selection of an automatic optimization algorithm to search for the parameter values that minimize the distance between the simulated and observed data. However, practical experience with model calibration suggests that traditional optimization methods, such as the Newton-Raphson, conjugate gradient, and downhill simplex methods, are easily trapped in local minimums because the objective function surface is rough, caused by model structure errors and data errors. The across-ridge calibration method (ARC), an effective and efficient methodology for searching global optimization problem, is proposed in this paper. The method searches for all local optima in a fixed boundary, which makes it less susceptible to the irregularity of the response surface. The features and capabilities of ARC are illustrated by means of a binary function, an ideal conceptual rainfall-runoff model (Xinanjiang model) without model and data errors and a real model (Xinanjiang model) with structure and data errors. The results indicate that the proposed across-ridge calibration method can converge quickly from any starting point even when the response surface is rough. The optimized parameter sets for the Xinanjiang model (XAJ) are unique and conceptually realistic; the simulation performance of these parameters is reasonable and efficient.

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Acknowledgments

This study is supported by the National Natural Science Foundation of China (40901015/41001011/51079038/40930635), the Major Program of National Natural Science Foundation of China (51190090, 51190091), the Fundamental Research Funds for the Central Universities (B1020062/B1020072), the Ph.D. Programs Foundation of Ministry of Education, China (20090094120008), the Special Fund of State Key Laboratory of China (2009586412, 2009585412), the Common Will Vocation Science Research Funding of the Ministry of Water Resources of the People’s Republic of China (200701031), and the Key Program of Science and Technology Department of Zhejiang Province (2009C13011).

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Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 18Issue 9September 2013
Pages: 1140 - 1147

History

Received: Sep 16, 2011
Accepted: Sep 25, 2012
Published online: Sep 28, 2012
Discussion open until: Feb 28, 2013
Published in print: Sep 1, 2013

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Authors

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Professor, State Key Laboratory of Hydrology–Water Resources and Hydraulic Engineering, Hohai Univ., Nanjing, China 210098; and College of Water Resources and Hydrology, Hohai Univ., Nanjing, China 210098. E-mail: [email protected]
Postdoctoral Fellow, Zhejiang Institute of Hydraulics and Estuary, Hangzhou, Zhejiang, China 310000; and College of Water Resources and Hydrology, Zhejiang Univ., Hangzhou, China 310000 (corresponding author). E-mail: [email protected]
Associate Professor, State Key Laboratory of Hydrology–Water Resources and Hydraulic Engineering, Hohai Univ., Nanjing, China 210098; and College of Water Resources and Hydrology, Hohai Univ., Nanjing, China 210098. E-mail: [email protected]

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