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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>6</volume_number>
		<issue_number>1</issue_number>
		<publication_year>2009</publication_year>
	</journal>
	<doi>10.5194/hessd-6-627-2009</doi>
	<article_url>http://www.hydrol-earth-syst-sci-discuss.net/6/627/2009/</article_url>
	<abstract_html>http://www.hydrol-earth-syst-sci-discuss.net/6/627/2009/hessd-6-627-2009.html</abstract_html>
	<fulltext_pdf>http://www.hydrol-earth-syst-sci-discuss.net/6/627/2009/hessd-6-627-2009.pdf</fulltext_pdf>
	<start_page>627</start_page>
	<end_page>665</end_page>
	<publication_date>2009-01-30</publication_date>
	<article_title content_type="html">On the role of the runoff coefficient in the mapping of rainfall to flood return periods</article_title>
	<authors>
		<author numeration="1" affiliations="1">
			<name>A. Viglione</name>
			<email>viglione@hydro.tuwien.ac.at</email>
		</author>
		<author numeration="2" affiliations="1">
			<name>R. Merz</name>
		</author>
		<author numeration="3" affiliations="1">
			<name>G. Blöschl</name>
		</author>
	</authors>
	<affiliations>
		<affiliation numeration="1" content_type="html">Institut für Wasserbau und Ingenieurhydrologie, Technische Universität Wien, Wien, Austria</affiliation>
	</affiliations>
	<abstract content_type="html">While the correspondence of rainfall return period &lt;i&gt;T&lt;sub&gt;P&lt;/sub&gt;&lt;/i&gt; and flood return
period &lt;i&gt;T&lt;sub&gt;Q&lt;/sub&gt;&lt;/i&gt; is at the heart of the design storm procedure, their
relationship is still poorly understood. The purpose of this paper is to shed
light on the controls on this relationship examining in particular the effect
of the variability of event runoff coefficients. A simplified world with
block rainfall and linear catchment response is assumed and a derived flood
frequency approach, both in analytical and Monte-Carlo modes, is used. The
results indicate that &lt;i&gt;T&lt;sub&gt;Q&lt;/sub&gt;&lt;/i&gt; can be much higher than &lt;i&gt;T&lt;sub&gt;P&lt;/sub&gt;&lt;/i&gt; of the associated
storm. The ratio &lt;i&gt;T&lt;sub&gt;Q&lt;/sub&gt;/T&lt;sub&gt;P&lt;/sub&gt;&lt;/i&gt; depends on the average wetness of the system. In a
dry system, &lt;i&gt;T&lt;sub&gt;Q&lt;/sub&gt;&lt;/i&gt; can be of the order of hundreds of times of &lt;i&gt;T&lt;sub&gt;P&lt;/sub&gt;&lt;/i&gt;. In
contrast, in a wet system, the maximum flood return period is never more than
a few times that of the corresponding storm. This is because a wet system
cannot be much worse than it normally is. The presence of a threshold effect
in runoff generation related to storm volume reduces the maximum ratio of
&lt;i&gt;T&lt;sub&gt;Q&lt;/sub&gt;/T&lt;sub&gt;P&lt;/sub&gt;&lt;/i&gt; since it decreases the randomness of the runoff coefficients and
increases the probability to be in a wet situation. We also examine the
question which runoff coefficients produce a flood return period equal to the
rainfall return period if the design storm procedure is applied. For the
systems analysed here, this runoff coefficient is always larger than the
median of the runoff coefficients that cause the maximum annual floods. It
depends on the average wetness of the system and on the return period
considered, and its variability is particularly high when a threshold effect
in runoff generation is present.</abstract>
	<references>
		<reference numeration="1" content_type="text"> Alfieri, L., Laio, F., and Claps, P.: A simulation experiment for optimal design hyetograph selection, Hydrol. Process., 22, 813–820, urlrefix10.1002/hyp.6646, 2008. </reference>
		<reference numeration="2" content_type="text"> Bradley, A A. and Potter, K W.: Flood frequency analysis of simulated flows, Water Resour. Res., 28, 2375–2385, 1992. </reference>
		<reference numeration="3" content_type="text"> Cerdan, O., Le Bissonnais, Y., Govers, G., Leconte, V., Van Oost, K., Couturier, A., King, C., and Dubreuil, N.: Scale effects on runoff from experimental plots to catchments in agricultural areas in Normandy, J. Hydrol., 299, 4–14, 2004. </reference>
		<reference numeration="4" content_type="text"> Chow, V T., Maidment, D R., and Mays, L W.: Applied Hydrology, Civil Engineering Series, McGraw-Hill Book Company, international edn., 572~pp., 1988. </reference>
		<reference numeration="5" content_type="text"> Dos Reis Castro, N M., Auzet, A V., Chevallier, P., and Leprun, J C.: Land use change effects on runoff and erosion from plot to catchment scale on the basaltic plateau of Southern Brazil, Hydrol. Process., 13, 1621–1628, 1999. </reference>
		<reference numeration="6" content_type="text"> Gottschalk, L. and Weingartner, R.: Distribution of peak flow derived from a distribution of rainfall volume and runoff coefficient, and a unit hydrograph, J. Hydrol., 208, 148–162, 1998. </reference>
		<reference numeration="7" content_type="text"> Gutknecht, D., Reszler, C., and Blöschl, G.: Das Katastrophenhochwasser vom 7 August 2002 am Kamp – eine erste Einschätzung (The August 7, 2002 – flood of the Kamp – a first assessment), Elektrotechnik und Informationstechnik, 119, 411–413, 2002. </reference>
		<reference numeration="8" content_type="text"> Kottegoda, N T. and Rosso, R.: Statistics, Probability, and Reliability for Civil and Environmental Engineers, McGraw-Hill Companies, international edn., 735~pp., 1997. </reference>
		<reference numeration="9" content_type="text"> Kusumastuti, D. I., Struthers, I., Sivapalan, M., and Reynolds, D. A.: Threshold effects in catchment storm response and the occurrence and magnitude of flood events: implications for flood frequency, Hydrol. Earth Syst. Sci., 11, 1515–1528, 2007. </reference>
		<reference numeration="10" content_type="text"> Merz, R. and Blöschl, G.: A regional analysis of event runoff coefficients with respect to climate and catchment characteristics in Austria, Water Resour. Res., 45, W01405, \doi10.1029/2008WR007163, 2009. </reference>
		<reference numeration="11" content_type="text"> Merz, R., Blöschl, G., and Parajka, J.: Spatio-temporal variability of event runoff coefficients, J. Hydrol., 331, 591–604, 2006. </reference>
		<reference numeration="12" content_type="text"> Naef, F.: Der Abflusskoeffzient: einfach und praktisch?, in: Aktuelle Aspekte in der Hydrologie, vol 53 of Zurcher Geographische Schriften, Verlag Geographisches Institut ETH Zurich, 193–199, 1993. </reference>
		<reference numeration="13" content_type="text"> Packman, J C. and Kidd, C. H R.: A logical approach to the design storm concept, Water Resour. Res., 16, 994–1000, 1980. </reference>
		<reference numeration="14" content_type="text"> Pilgrim, D H. and Cordery, I.: Rainfall temporal patterns for design floods, J. Hyd. Div.-ASCE, 101, 81–95, 1975. </reference>
		<reference numeration="15" content_type="text"> Pilgrim, D H. and Cordery, I.: Flood Runoff, in: HandBook of Hydrology, edited by: Maidment, D R., McGraw-Hill Companies, international edn., chap 9, 42~pp., 1993. </reference>
		<reference numeration="16" content_type="text"> Reed, D W.: Procedures for flood frequency estimation, in: Flood Estimation HandBook, Institute of Hydrology Crowmarsh Gifford, Wallingford, Oxfordshire, 1, 108~pp., 1999. </reference>
		<reference numeration="17" content_type="text"> Sherman, L.: Streamflow from rainfall by unit hydrograph method, Eng. News-Rec., 108, 501–505, 1932. </reference>
		<reference numeration="18" content_type="text"> Sieker, F. and Verworn, H R.: Wird der Blockregen als Bemessungsregen dem Postulat &quot;Regenhäufigkeit=Abflußhäufigkeit&quot; gerecht?, Wasser und Boden, 2, 52–55, 1980. </reference>
		<reference numeration="19" content_type="text"> Sivapalan, M., Blöschl, G., Merz, R., and Gutknecht, D.: Linking flood frequency to long-term water balance: Incorporating effects of seasonality, Water Resour. Res., 41, W06012, \doi10.1029/2004WR003439, 2005. </reference>
		<reference numeration="20" content_type="text"> Struthers, I. and Sivapalan, M.: A conceptual investigation of process controls upon flood frequency: role of thresholds, Hydrol. Earth Syst. Sci., 11, 1405–1416, 2007. </reference>
		<reference numeration="21" content_type="text"> Viglione, A. and Blöschl, G.: On the role of storm duration in the mapping of rainfall to flood return periods, Hydrol. Earth Syst. Sci. Discuss., 5, 3419–3447, 2008. </reference>
		<reference numeration="22" content_type="text"> Western, A., Blöschl, G., and Grayson, R.: How well do indicator variograms capture the spatial connectivity of soil moisture?, Hydrol. Process., 12, 1851–1868, 1998. </reference>
		<reference numeration="23" content_type="text"> Wood, E F.: An analysis of the effects of parameter uncertainty in deterministic hydrologic models, Water Resour. Res., 12, 925–932, 1976. </reference>
		<reference numeration="24" content_type="text"> Zehe, E. and Blöschl, G.: Predictability of hydrologic response at the plot and catchment scales: Role of initial conditions, Water Resour. Res., 40, W10202, \doi10.1029/2003WR002869, 2004. </reference>
		<reference numeration="25" content_type="text"> Zehe, E., Elsenbeer, H., Lindenmaier, F., Schulz, K., and Blöschl, G.: Patterns of predictability in hydrological threshold systems, Water Resour. Res., 43, W07434, \doi10.1029/2006WR005589, 2007. </reference>
	</references>
</article>
