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<article language="en">
	<journal>
		<journal_title>Hydrology and Earth System Sciences Discussions</journal_title>
		<journal_url>www.hydrol-earth-syst-sci-discuss.net</journal_url>
		<issn>1812-2108</issn>
		<eissn>1812-2116</eissn>
		<volume_number>4</volume_number>
		<issue_number>3</issue_number>
		<publication_year>2007</publication_year>
	</journal>
	<doi>10.5194/hessd-4-1031-2007</doi>
	<article_url>http://www.hydrol-earth-syst-sci-discuss.net/4/1031/2007/</article_url>
	<abstract_html>http://www.hydrol-earth-syst-sci-discuss.net/4/1031/2007/hessd-4-1031-2007.html</abstract_html>
	<fulltext_pdf>http://www.hydrol-earth-syst-sci-discuss.net/4/1031/2007/hessd-4-1031-2007.pdf</fulltext_pdf>
	<start_page>1031</start_page>
	<end_page>1067</end_page>
	<publication_date>2007-05-10</publication_date>
	<article_title content_type="html">Comparison of different multi-objective calibration criteria of a conceptual rainfall-runoff model of flood events</article_title>
	<authors>
		<author numeration="1" affiliations="1,3">
			<name>N. Chahinian</name>
			<email>chahinia@msem.univ-montp2.fr</email>
		</author>
		<author numeration="2" affiliations="2">
			<name>R. Moussa</name>
		</author>
	</authors>
	<affiliations>
		<affiliation numeration="1" content_type="html">Agrocampus Rennes, Laboratoire Physique des Surfaces Naturelles et Génie Rural, 65 Rue de Saint Brieuc, 35042 Rennes, France</affiliation>
		<affiliation numeration="2" content_type="html">INRA, Laboratoire d&apos;étude des Interactions entre Sol &amp;ndash; Agrosystème &amp;ndash; Hydrosystème UMR LISAH AgroM-INRA- IRD, 2 Place Pierre Viala, 34060 Montpellier, France</affiliation>
		<affiliation numeration="3" content_type="html">now at: HydroSciences Montpellier, Université Montpellier 2, Case courrier MSE Place Eugène Bataillon, 34095 Montpellier Cedex 5, France</affiliation>
	</affiliations>
	<abstract content_type="html">A conceptual lumped rainfall-runoff flood event model was developed and
applied on the Gardon catchment located in southern France and various
mono-objective and multi-objective functions were used for its calibration.
The model was calibrated on 15 events and validated on 14 others. The
results of both the calibration and validation phases are compared on the
basis of their performance with regards to six criteria, three global
criteria and three relative criteria representing volume, peakflow, and the
root mean square error. The first type of criteria gives more weight to
strong events whereas the second considers all events to be of equal weight.
The results show that the calibrated parameter values are dependent on the
type of criteria used. Significant trade-offs are observed between the
different objectives: no unique set of parameter is able to satisfy all
objectives simultaneously. Instead, the solution to the calibration problem
is given by a set of Pareto optimal solutions. From this set of optimal
solutions, a balanced aggregated objective function is proposed, as a
compromise between up to three objective functions. The mono-objective and
multi-objective calibration strategies are compared both in terms of
parameter variation bounds and simulation quality. The results of this study
indicate that two well chosen and non-redundant objective functions are
sufficient to calibrate the model and that the use of three objective
functions does not necessarily yield different results. The problems of
non-uniqueness in model calibration, and the choice of the adequate
objective functions for flood event models, emphasise the importance of the
modeller&apos;s intervention. The recent advances in automatic optimisation
techniques do not minimise the user&apos;s responsibility, who has to chose
multiple criteria based on the aims of the study, his appreciation on the
errors induced by data and model structure and his knowledge of the
catchment&apos;s hydrology.</abstract>
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</article>
