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<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>10</volume_number>
		<issue_number>4</issue_number>
		<publication_year>2006</publication_year>
	</journal>
	<doi>10.5194/hess-10-589-2006</doi>
	<article_url>http://www.hydrol-earth-syst-sci.net/10/589/2006/</article_url>
	<abstract_html>http://www.hydrol-earth-syst-sci.net/10/589/2006/hess-10-589-2006.html</abstract_html>
	<fulltext_pdf>http://www.hydrol-earth-syst-sci.net/10/589/2006/hess-10-589-2006.pdf</fulltext_pdf>
	<start_page>589</start_page>
	<end_page>601</end_page>
	<publication_date>2006-08-21</publication_date>
	<article_title content_type="html">Relationships between statistics of rainfall extremes and mean annual precipitation: an application for design-storm estimation in northern central Italy</article_title>
	<authors>
		<author numeration="1" affiliations="1">
			<name>G. Di Baldassarre</name>
			<email>giuliano.dibaldassarre@mail.ing.unibo.it</email>
		</author>
		<author numeration="2" affiliations="1">
			<name>A. Castellarin</name>
		</author>
		<author numeration="3" affiliations="1">
			<name>A. Brath</name>
		</author>
	</authors>
	<affiliations>
		<affiliation numeration="1" content_type="html">DISTART, Faculty of Civil Engineering, University of Bologna, Bologna,  Italy</affiliation>
	</affiliations>
	<abstract content_type="html">Several hydrological analyses need to be founded on a reliable estimate of
the design storm, which is the expected rainfall depth corresponding to a
given duration and probability of occurrence, usually expressed in terms of
return period. The annual series of precipitation maxima for storm duration
ranging from 15 min to 1 day, observed at a dense network of raingauges
sited in northern central Italy, are analyzed using an approach based on
L-moments. The analysis investigates the statistical properties of rainfall
extremes and detects significant relationships between these properties and
the mean annual precipitation (MAP). On the basis of these relationships, we
developed a regional model for estimating the rainfall depth for a given
storm duration and recurrence interval in any location of the study region.
The applicability of the regional model was assessed through Monte Carlo
simulations. The uncertainty of the model for ungauged sites was quantified
through an extensive cross-validation.</abstract>
	<references>
		<reference numeration="1" content_type="text"> Alila, Y.: A hierarchical approach for the regionalization of precipitation annual maxima in Canada, J. Geophys. Res., 104, 31 645&amp;ndash;31 655, 1999. </reference>
		<reference numeration="2" content_type="text"> Brath, A. and Franchini, M.: La valutazione delle Pioggie intense su base regionale (in Italian), in: L&apos;ingegneria naturalistica nella sistemazione dei corsi d&apos;acqua, edited by: Maione, U. and Brath, A., BIOS (Cosenza), 65&amp;ndash;91, 1999. </reference>
		<reference numeration="3" content_type="text"> Brath, A. and Franchini, M.: la valutazione delle pioggie intense su base regionale (in Italian),Proceedings of the scientific seminar L&apos;ingegneria naturalistica nella sistemazione dei corsi d&apos;acqua, edited by: Maione, U. and Brath, A., BIOS (Cosenza), 65&amp;ndash;91, 1999. </reference>
		<reference numeration="4" content_type="text"> Brath, A. and Castellarin, A.: Tecniche di affinamento delle previsioni regionali del rischio pluviometrico (in Italian), Proceedings of the scientific seminar La progettazione della difesa idraulica &amp;ndash; Interventi di laminazione controllata delle piene fluviali, edited by: Maione, U., Brath, A., and Mignosa, P., BIOS (Cosenza), 93&amp;ndash;121, 2001. </reference>
		<reference numeration="5" content_type="text"> Brath, A., Castellarin, A., and Montanari, A.: Assessing the reliability of regional depth-duration-frequency equations for gaged and ungaged sites, Water Resour. Res., 39(12), 1367&amp;ndash;1379, 2003. </reference>
		<reference numeration="6" content_type="text"> Burlando, P. and Rosso, R.: Scaling and multiscaling Depth-Duration-Frequency curves of storm precipitation, J. Hydrol., 187, 45&amp;ndash;64, 1996. </reference>
		<reference numeration="7" content_type="text"> Burn, D. H.: Evaluation of regional flood frequency analysis with a region of influence approach, Water Resour. Res., 26(10), 2257&amp;ndash;2265, 1990.  </reference>
		<reference numeration="8" content_type="text"> Castellarin, A., Burn, D. H., and Brath, A.: Assessing the effectiveness of hydrological similarity measures for flood frequency analysis, J. Hydrol., 241(3&amp;ndash;4), 270&amp;ndash;285, 2001. </reference>
		<reference numeration="9" content_type="text"> Castellarin, A. and Brath, A.: Tecniche di perfezionamento delle stime regionali del rischio pluviometrico (in Italian), Proceedings of the XXVIII Italian Conference on Hydraulics and Hydraulic Works, Potenza 16&amp;ndash;19 settembre 2002, 1, 225&amp;ndash;236, Ed. BIOS, Cosenza, 2002. </reference>
		<reference numeration="10" content_type="text"> Castellarin, A. and Brath, A.: Descriptive capability of seasonality indicators for regional frequency analyses of flood and rainfall, Proceedings of the International Conference on Flood Estimation, CHR Rep. II-17, 429&amp;ndash;440, Lelystad, Netherlands, 2002. </reference>
		<reference numeration="11" content_type="text"> Dalrymple, T.: Flood frequency analysis, U.S Geol. Surv. Water Supply Pap., 1543-A, 11&amp;ndash;51, 1960. </reference>
		<reference numeration="12" content_type="text"> Faulkner, D.: Rainfall frequency estimation, Flood estimation Handbook, 2, Wallingford, 1999. </reference>
		<reference numeration="13" content_type="text"> Franchini, M. and Galeati, G.: La regionalizzazione delle pioggie intense mediante il modello TCEV. Una applicazione alla regione Romagna-Marche (in Italian), Idrotecnica, 5, 1994. </reference>
		<reference numeration="14" content_type="text"> Gabriele, S. and Arnell, N.: A hierarchical approach to regional flood frequency analysis, Water Resour. Res., 27(6), 1281&amp;ndash;1289, 1991. </reference>
		<reference numeration="15" content_type="text"> Horton, R. E.: Analysis of runoff-plat experiments with varying infiltration capacity. Transactions, Am. Geophys. Union, 20, 693&amp;ndash;711, 1939. </reference>
		<reference numeration="16" content_type="text"> Hosking, J. R. M.: L-moments: analysis and estimation of distributions using linear combination of order statistics, J. Royal Statistical Soc., Series B., 52(1), 105&amp;ndash;124, 1990. </reference>
		<reference numeration="17" content_type="text"> Hosking, J. R. M. and Wallis, J. R.: The Effect of Inter-Site Dependence on Regional Flood Frequency Analysis, Water Resour. Res., 24, 588&amp;ndash;600, 1988. </reference>
		<reference numeration="18" content_type="text"> Hosking, J. R. M. and Wallis, J. R.: Some statistics useful in regional frequency analysis, Water Resour. Res., 29(2), 271&amp;ndash;281, 1993. </reference>
		<reference numeration="19" content_type="text"> Hosking, J. R. M. and Wallis, J. R.: Regional frequency Analysis, Cambridge University Press, New York, 1997. </reference>
		<reference numeration="20" content_type="text"> Jenkinson, A. F.: The frequency distribution of the annual maximum (or minimum) of meteorological elements, Q. J. Royal Meteorol. Soc., 81, 1955. </reference>
		<reference numeration="21" content_type="text"> Kitanidis, P. K.: Geostatistics, Handbook of Hydrology, edited by: Maidment, D. R., McGraw-Hill, New York, 20.1&amp;ndash;20.39, 1993. </reference>
		<reference numeration="22" content_type="text"> Klemes V.: Tall tales about tails of hydrological distributions: I and II, J. Hydrol. Eng., American Society of Civil Engineers 5(3), 227&amp;ndash;239, 2000. </reference>
		<reference numeration="23" content_type="text"> Marani, M.: On the correlation structure of continuous and discrete point rainfall, Water Resour. Res., 39(5), 1128, doi:10.1029/2002WR001456, 2003. </reference>
		<reference numeration="24" content_type="text"> Olsson, J. and Burlando, P.: Reproduction of temporal scaling by a rectangular pulses rainfall model, Hydrol. Processes, 16, 611&amp;ndash;630, 2002. </reference>
		<reference numeration="25" content_type="text"> Schaefer, M. G.: Regional analyses of precipitation annual maxima in Washington State, Water Resour. Res., 26(1), 119&amp;ndash;131, 1990. </reference>
		<reference numeration="26" content_type="text"> Schaefer, M. G.: Regional analyses of precipitation annual maxima in Washington State, Water Resour. Res., 26(1), 119&amp;ndash;131, 1990. </reference>
	</references>
</article>

