Probabilistic Envelope Curves for Extreme Rainfall Events - Curve Inviluppo Probabilistiche per Precipitazioni Estreme
Contribuinte(s) |
Brath, Armando |
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Data(s) |
20/03/2008
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Resumo |
A regional envelope curve (REC) of flood flows summarises the current bound on our experience of extreme floods in a region. RECs are available for most regions of the world. Recent scientific papers introduced a probabilistic interpretation of these curves and formulated an empirical estimator of the recurrence interval T associated with a REC, which, in principle, enables us to use RECs for design purposes in ungauged basins. The main aim of this work is twofold. First, it extends the REC concept to extreme rainstorm events by introducing the Depth-Duration Envelope Curves (DDEC), which are defined as the regional upper bound on all the record rainfall depths at present for various rainfall duration. Second, it adapts the probabilistic interpretation proposed for RECs to DDECs and it assesses the suitability of these curves for estimating the T-year rainfall event associated with a given duration and large T values. Probabilistic DDECs are complementary to regional frequency analysis of rainstorms and their utilization in combination with a suitable rainfall-runoff model can provide useful indications on the magnitude of extreme floods for gauged and ungauged basins. The study focuses on two different national datasets, the peak over threshold (POT) series of rainfall depths with duration 30 min., 1, 3, 9 and 24 hrs. obtained for 700 Austrian raingauges and the Annual Maximum Series (AMS) of rainfall depths with duration spanning from 5 min. to 24 hrs. collected at 220 raingauges located in northern-central Italy. The estimation of the recurrence interval of DDEC requires the quantification of the equivalent number of independent data which, in turn, is a function of the cross-correlation among sequences. While the quantification and modelling of intersite dependence is a straightforward task for AMS series, it may be cumbersome for POT series. This paper proposes a possible approach to address this problem. |
Formato |
application/pdf |
Identificador |
http://amslaurea.unibo.it/99/1/Tagliaferri_TESI.pdf Tagliaferri, Lorenza (2008) Probabilistic Envelope Curves for Extreme Rainfall Events - Curve Inviluppo Probabilistiche per Precipitazioni Estreme. [Laurea specialistica], Università di Bologna, Corso di Studio in Ingegneria per l'ambiente e il territorio [LS-DM509] <http://amslaurea.unibo.it/view/cds/CDS0450/> |
Relação |
http://amslaurea.unibo.it/99/ 1.U. Moisello “Idrologia Tecnica”, La Goliardicapavese. 2.A. Castellarin, Richard M. Vogel, Nicholas C. Matalas, “Probabilistic behaviour of a regional envelope curve”, Water Resources Research, Vol. 41, W06018, doi:10.1029/2004WR003042, 2005. 3.A. Castellarin, “Probabilistic envelop curve for design flood estimation at ungauged sites”, Water Resources Research, Vol. 43, W04406, doi:10.1029/2005WR003484, 2007. 4.Richard M. Vogel, Nicholas C. Matalas, John F.England, Attilio. Castellarin “An assessment of exceedance probability of envelope curves”, Water Resources Research, Vol. 43, W07403, doi:10.1029/2006WR005586, 2007. 5.Ven Te Chow, Professor of Hydraulic Engineering University of Illinois “Handbook of applied hydrology” a Compendium of Water-resources Technology, McGraw-Hill Book Company, 1971. 6.David R. Maidment, Professor of Civil Engineering University of Texas at Austin “Handbook of Hydrology”, McGraw-Hill Book Company, 1993. 7.Edward H. Isaaks, R. Mohan Srivastava, “An introduction to Applied Geostatistics”, Oxford university Press, 1989. 8.P. Claps, F. Laio “Can continuous streamflow data support flood frequency analysis? An alternative to the partial duration series approach”, Water Resources Research, Vol. 39, NO.8, 1216, doi:10.1029/2002WR001868, 2003. 9.J. R. M. Hosking, J. R. Wallis “The effect of intersite dependence on regional flood frequency analysis”, Water Resources Research, Vol. 24, NO.4, pages 588-600, April 1988. 10.A. Brath, A. Castellarin, A. Montanari “Assessing the reliability of regional depth-duration-frequency equations for gaged and ungaged sites”, Water Resources Research Vol. 39, NO. 12, 1367, doi:10.1029/2003WR002399, 2003. 11.G. Di Baldassarre, A. Castellarin, and A. Brath “Relationships between statistics of rainfall extremes and mean annual precipitation: an application for design-storm estimation in northern central Italy”, Hydrology and Earth System Science, 10, 589–601, 2006. 12.R. Merz, G. Blöschl “A process typology of regional floods” Water Resources Research, Vol.39, NO.12, 1034, doi:10.1029/2002WR001952,2003. 13.P. Kahlig “On deterministic criteria for heavy rainfall at a poin” Theoretical and Applied Climatology, Vol. 46, N.4, p. 203-208, 1993. 14.Davide Grosso “Tecniche di valutazione della precipitazione massima probabile (PMP)”, 2007 |
Direitos |
info:eu-repo/semantics/openAccess |
Palavras-Chave | #Analisi di frequenza Austria Italia Precipitazioni estreme Curve inviluppo #scuola :: 843884 :: Ingegneria e Architettura #cds :: 0450 :: Ingegneria per l'ambiente e il territorio [LS-DM509] #orientamento :: 364 :: Tecniche e tecnologie ambientali #sessione :: terza |
Tipo |
PeerReviewed |