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<!DOCTYPE article SYSTEM "http://www.hydrol-earth-syst-sci.net/inc/hess/copernicus.dtd">
<article language="en">
	<journal>
		<journal_title>Hydrology and Earth System Sciences</journal_title>
		<journal_url>www.hydrol-earth-syst-sci.net</journal_url>
		<issn>1027-5606</issn>
		<eissn>1607-7938</eissn>
		<volume_number>4</volume_number>
		<issue_number>1</issue_number>
		<publication_year>2000</publication_year>
	</journal>
	<doi>10.5194/hess-4-155-2000</doi>
	<article_url>http://www.hydrol-earth-syst-sci.net/4/155/2000/</article_url>
	<abstract_html>http://www.hydrol-earth-syst-sci.net/4/155/2000/hess-4-155-2000.html</abstract_html>
	<fulltext_pdf>http://www.hydrol-earth-syst-sci.net/4/155/2000/hess-4-155-2000.pdf</fulltext_pdf>
	<start_page>155</start_page>
	<end_page>172</end_page>
	<publication_date>0000-00-00</publication_date>
	<article_title content_type="html">Comparative analysis of some methods for deriving the expected flood reduction curve in the frequency domain</article_title>
	<authors>
		<author numeration="1" affiliations="1,3">
			<name>M. Franchini</name>
		</author>
		<author numeration="2" affiliations="2">
			<name>G. Galeati</name>
		</author>
	</authors>
	<affiliations>
		<affiliation numeration="1" content_type="html">Department of Engineering, University of Ferrera, Via Saragat 1, 44100 Ferrara, Italy</affiliation>
		<affiliation numeration="2" content_type="html">ENEL S.p.a., Production Division, Hydraulic Engineering, Hydrology Unit, C.so del Popolo 245, 30172 Mestre-Venezia, Italy</affiliation>
		<affiliation numeration="3" content_type="html">e-mail for corresponding author: mfranchini@ing.unife.it</affiliation>
	</affiliations>
	<abstract content_type="html">This article compares
the results of three different models, namely empirical, geomorphoclimatic and
stochastic, proposed in the literature for synthesising the reduction curve of
average river discharges, of given frequency, over different durations. The
analysis used observed reduction ratios inferred for twelve recording gauge
stations with known rating curves, situated on central Italian watercourses all
of which flow into the Adriatic sea. Particular emphasis was laid on the
difficulties encountered in the parameterisation of the models, on the relations
between the different formulations and on the existence of a link between the
model parameters and the characteristic response times of the basins.</abstract>
	<references>
	</references>
</article>

