2005
DOI: 10.1029/2004wr003041
|View full text |Cite
|
Sign up to set email alerts
|

Multiobjective calibration with Pareto preference ordering: An application to rainfall‐runoff model calibration

Abstract: [1] Automatic calibration routines for hydrologic models with multiple objective capabilities are becoming increasingly popular due to advances in computational power, population-based optimization techniques, and the recognition that a single performance measure such as the root-mean-square error is no longer sufficient to characterize the complex behavior of the catchment. However, as more objective functions are included in the calibration, the number of Pareto-optimal solutions as well as the number of ''n… Show more

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
1
1
1
1

Citation Types

1
100
0
6

Year Published

2007
2007
2018
2018

Publication Types

Select...
10

Relationship

0
10

Authors

Journals

citations
Cited by 142 publications
(107 citation statements)
references
References 29 publications
1
100
0
6
Order By: Relevance
“…Designed for the automatic calibration of hydrological models, the Multiobjective Shuffled Complex Evolution Metropolis (MOSCEM) algorithm of Vrugt et al (2003) provides a systematic and unbiased tool for such a purpose. Of particular interest is its ability to: (1) objectively sample the entire parameter space rather than a discrete predefined set of values, and (2) optimize with respect to several criteria (multi-objective optimization), thereby providing some insight into the trade-offs which control the modelled SEB (multi-objective optimization identifies situations where improving one criteria is possible only at the expense of another: Gupta et al, 1998;Khu and Madsen, 2005;Confesor and Whittaker, 2007;Shafii and De Smedt, 2009). The tradeoff surfaces, composed of all parameter values leading to an optimum compromise in the performance of the modelled fluxes, are referred to as Pareto fronts to highlight the nonuniqueness of the solution .…”
Section: Systematic and Objective Model Response Analysis Using The Mmentioning
confidence: 99%
“…Designed for the automatic calibration of hydrological models, the Multiobjective Shuffled Complex Evolution Metropolis (MOSCEM) algorithm of Vrugt et al (2003) provides a systematic and unbiased tool for such a purpose. Of particular interest is its ability to: (1) objectively sample the entire parameter space rather than a discrete predefined set of values, and (2) optimize with respect to several criteria (multi-objective optimization), thereby providing some insight into the trade-offs which control the modelled SEB (multi-objective optimization identifies situations where improving one criteria is possible only at the expense of another: Gupta et al, 1998;Khu and Madsen, 2005;Confesor and Whittaker, 2007;Shafii and De Smedt, 2009). The tradeoff surfaces, composed of all parameter values leading to an optimum compromise in the performance of the modelled fluxes, are referred to as Pareto fronts to highlight the nonuniqueness of the solution .…”
Section: Systematic and Objective Model Response Analysis Using The Mmentioning
confidence: 99%
“…The two objectives were simultaneously optimized; they were not aggregated in this study. In the field of hydrological model calibration, the NSGA-II, Multiobjective Complex Evolution (MOCOM) algorithm and the Multiobjective Shuffled Complex Evolution Metropolis (MOSCEM) algorithm are widely used [8,[46][47][48][49][50][51][52][53][54][55][56][57][58][59]. A set of Pareto optimal solutions (non-dominated parameter sets) was obtained from the model.…”
Section: Multiobjective Automatic Parameter Calibration Modelmentioning
confidence: 99%
“…The multi-objective approach seeks to identify parameter sets that simultaneously provide optimal performance for different aspects of system response (Gupta et al, 1998;Boyle et al, 2000Boyle et al, , 2001. This can include constraining the model to reproduce multiple system fluxes and state variables such as runoff, evaporation, groundwater levels or tracer concentrations (e.g., Gupta et al, 1999;Bastidas et al, 1999;Freer et al, 2002;McDonnell, 2002, 2013;Khu and Madsen, 2005;Fenicia et al, 2008;Winsemius et al, 2008;Birkel et al, 2011;Hrachowitz et al, 2013).…”
Section: S Gharari Et Al: Constraint-based Parameter Identificationmentioning
confidence: 99%