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  4. A 3-copula function application for design hyetograph analysis
 
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A 3-copula function application for design hyetograph analysis

Publikationstyp
Conference Paper
Date Issued
2005-04-25
Sprache
English
Author(s)
Grimaldi, Salvatore  
Serinaldi, Francesco 
Napolitano, Francesco  
Ubertini, Lucio
TORE-URI
https://hdl.handle.net/11420/62317
First published in
Publication  
Number in series
293
Issue
293
Start Page
203
End Page
211
Citation
IAHS AISH Publication 293: 203-211 (2005)
Scopus ID
2-s2.0-17044405839
Publisher
International Association of Hydrological Sciences
A design hyetograph is a synthetic rainfall temporal pattern associated with a return period. Usually it is determined by means of statistical analysis of observed rainfall mean intensity through intensity - duration -frequency (IDF) curves. The other characteristics of a rainfall event, such as the peak, total depth and duration, are found indirectly throughout several phases of hydrological analysis, and trigger suitable work assumptions. The aim of this paper is to apply a multivariate approach in order to analyse jointly observed data of rainfall critical depth, maximum intensity and total depth. In particular, bivariate analysis of intensity - total depth conditioning to critical depth is developed using a 3-copula function to define the trivariate joint distribution function. Following the proposed procedure, once a design return period and related critical depth are selected, it is possible to determine, in a probabilistic way, the intensity and total depth, without advancing a priori hypotheses on the design hyetograph pattern. In a case study, the results obtained with the proposed procedure are compared with those deduced from standard design hyetographs usually applied in practical hydrological applications.
Subjects
Copula
Multivariate analysis
Rainfall
Synthetic hyetographs
DDC Class
620: Engineering
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