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Jul 1, 2007

Fully Nested 3-Copula: Procedure and Application on Hydrological Data

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Publication: Journal of Hydrologic Engineering
Volume 12, Issue 4

Abstract

In multivariate frequency analysis, when the number of variables increases, different mutual structures of dependence among the analyzed quantities are usually observed. To correctly model this behavior, a very flexible joint distribution function is needed. A quite simple approach to build such distributions is based on the copula function. Precisely, using the so-called fully nested or asymmetric Archimedean copulas, it is possible not only to focus attention on the structures of dependence overlooking the margins—a property common to all copulas—but also to analyze more complex asymmetric structures of dependence. The aim of this paper is to describe the inference procedure to carry out a trivariate frequency analysis via asymmetric Archimedean copulas. The writers highlight the differences between the symmetric Archimedean copulas and asymmetric ones, show the inference procedure, and carefully describe some goodness- of-fit tests proposed in the literature to choose the best fitting model when one uses the fully nested Archimedean copulas. Finally, the methodology is applied to observed hydrological data, and results are shown and commented on.

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Acknowledgments

The writers wish to thank the anonymous referees for helpful comments and suggestions, and Eng. Rodolfo Piscopia (Acquatecno.srl) for his generous help in the sea wave application.

References

Aslan, B., and Zech, G. (2004). “A new class of binning-free, multivariate goodness-of-fit tests: The energy tests.” High energy physics—Experiment, hep-ex/0203010, ⟨http://arxiv.org/PS_cache/hep-ex/pdf/0203/0203010.pdf⟩ (Dec. 12, 2004).
Bacchi, B., Becciu, G., and Kottegoda, N. T. (1994). “Bivariate exponential model applied to intensities and durations of extreme rainfall.” J. Hydrol., 155(1–2), 225–236.
Barbe, P., Genest, C., Ghoudi, K., and Rémillard, B. (1996). “On Kendall’s process.” J. Multivariate Anal., 58(2), 197–229.
Bárdossy, A. (2006). “Copula-based geostatistical models for groundwater quality parameters.” Water Resour. Res., 42, W11416.
Baringhaus, L., and Franz, C. (2004). “On a new multivariate two-sample test.” J. Multivariate Anal., 88(1), 190–206.
Beersma, J. J., and Buishand, T. A. (2004). “Joint probability of precipitation and discharge deficits in The Netherlands.” Water Resour. Res., 40, W12508.
Breymann, W., Dias, A., and Embrechts, P. (2003). “Dependence structures for multivariate high-frequency data in finance.” Quant. Finance, 3(1), 1–14.
Casella, G., and Berger, R. L. (1990). Statistical inference, Wadsworth & Brooks, Pacific Grove, Calif.
Chen, X., Fan, Y., and Patton, A. (2004). “Simple tests for models of dependence between multiple financial time series, with applications to U.S. equity returns and exchange rates.” Discussion Paper 483, Financial Markets Group, London School of Economics, ⟨http://fmg.lse.ac.uk/~patton/parametriclatest.pdf⟩ (Nov. 20, 2004).
Cherubini, U., Luciano, E., and Vecchiato, W. (2004). Copula methods in finance, Wiley, Chichester, U.K.
Chow, V. T., Maidment, D. R., and Mays, L. W. (1988). Applied hydrology, McGraw-Hill, New York.
Coles, S., and Tawn, J. A. (1991). “Modelling extreme multivariate events.” J. R. Stat. Soc. Ser. B (Methodol.), 53(2), 377–392.
D’Agostino, R. B., and Stephens, M. A. (1986). Goodness-of-fit techniques, Marcel Dekker, New York.
De Michele, C., and Salvadori, G. (2003). “A generalized Pareto intensity-duration model of storm rainfall exploiting 2-copulas.” J. Geophys. Res., 108(D2), 4067.
De Michele, C., Salvadori, G., Canossi, M., Petaccia, A., and Rosso, R. (2005). “Bivariate statistical approach to check adequacy of dam spillway.” J. Hydrol. Eng., 10(1), 50–57.
Efron, B., and Tibshirani, R. (1993). An introduction to the bootstrap, Chapman and Hall, New York.
Embrechts, P., Lindskog, F., and McNeil, A. J. (2003). “Modelling dependence with copulas and applications to risk management.” Handbook of heavy tailed distributions in finance, S. T. Rachev, ed., Elsevier, North-Holland, Amsterdam, The Netherlands.
Favre, A.-C., El Adlouni, S., Perreault, L., Thiémonge, N., and Bobée, B. (2004). “Multivariate hydrological frequency analysis using copulas.” Water Resour. Res., 40, W01101.
Fermanian, J.-D. (2005). “Goodness-of-fit tests for copulas.” J. Multivariate Anal., 95(1), 119–152.
Genest, C., Ghoudi, K., and Rivest, L.-P. (1995). “A semiparametric estimation procedure of dependence parameters in multivariate families of distributions.” Biometrika, 82(3), 543–552.
Genest, C., Quessy, J.-F., and Rémillard, B. (2006). “Goodness-of-fit procedures for copula models based on the probability integral transformation.” Scand. J. Stat., 33, 337–366.
Genest, C., and Rivest, L. (1993). “Statistical inference procedures for bivariate Archimedean copulas.” J. Am. Stat. Assoc., 88(423), 1034–1043.
Goel, N. K., Seth, S. M., and Chandra, S. (1998). “Multivariate modeling of flood flows.” J. Hydraul. Eng., 124(2), 146–155.
Grimaldi, S., and Serinaldi, F. (2006a). “Asymmetric copula in multivariate flood frequency analysis.” Adv. Water Resour., 29(8), 1115–1167.
Grimaldi, S., and Serinaldi, F. (2006b). “Design hyetographs analysis with 3-copula function.” Hydrol. Sci. J., 51(2), 223–238.
Grimaldi, S., Serinaldi, F., Napolitano, F., and Ubertini, L. (2005). “A 3-copula function application for design hyetograph analysis.” Proc., Sustainable Water Management Solutions for Large Cities, Symp. S2 7th IAHS Scientific Assembly, Foz do Iguaçu, Brazil, Publ. 293, 203–211.
Gumbel, E. J. (1960). “Bivariate exponential distributions.” J. Am. Stat. Assoc., 55, 698–707.
Gumbel, E. J., and Mustafi, C. K. (1967). “Some analytical properties of bivariate extreme distributions.” J. Am. Stat. Assoc., 62, 569–588.
Huard, D., Évin, G., and Favre, A.-C. (2006). “Bayesian copula selection.” Comput. Stat. Data Anal., 51, 809–822.
Joe, H. (1997). Multivariate models and dependence concept, Chapman & Hall, New York.
Junker, M., and May, A. (2002). Measurement of aggregate risk with copulas, Preprint, Center of Advanced European Studies and Research, Bonn, Germany, ⟨http://195.37.61.14:81/preprints/db/preprint_data/cae_pp_0021_junker_2002-05-09.pdf⟩ (Nov. 25, 2004).
Justel, A., Peña, D., and Zamar, R. (1996). “A multivariate Kolmogorov–Smirnov test of goodness of fit.” Stat. Probab. Lett., 35(3), 203–305.
Kimberling, C. A. (1974). “Probabilistic interpretation of complete monotonicity.” Aequ. Math., 10, 152–164.
Klugman, S. A., and Parsa, R. (1999). “Fitting bivariate loss distributions with copulas.” Insur. Math. Econ., 24(1–2), 139–148.
Kotz, S., Balakrishnan, N., and Johnson, N. L. (2000). Continuous multivariate distributions, Wiley, New York.
Nelsen, R. B. (1999). An introduction to copulas, Lecture Notes in Statistics 139, Springer, New York.
Renard, B., and Lang, M. (2006). “Use of a Gaussian copula for multivariate extreme value analysis.” Adv. Water Resour., in press.
Rosenblatt, M. (1952). “Remarks on a multivariate transformation.” Ann. Math. Stat., 23(3), 470–472.
Salvadori, G., and De Michele, C. (2004). “Frequency analysis via copulas: Theoretical aspects and applications to hydrological events.” Water Resour. Res., 40, W12511.
Salvadori, G., and De Michele, C. (2006). “Statistical characterization of temporal structure of storms.” Adv. Water Resour., 29(6), 827–842.
Singh, V. P., and Zhang, L. (2004a). “Bivariate rainfall frequency analysis using the Copula method.” Proc., 6th Int. Conf. on Hydroscience and Engineering, Brisbane, Australia.
Singh, V. P., and Zhang, L. (2004b). “Stochastic dependence modeling in environmental hydrology.” Proc., Int. Conf. on Hydraulic Engineering: Research and Practice, Indian Institute of Technology, Roorkee, India, 46–59.
Sklar, A. (1959). “Fonction de répartition à n dimensions et leurs marges.” Publ. Inst. Stat. Univ. Paris, 8, 229–231.
Stedinger, J. R., Vogel, R. M., and Foufoula-Georgiou, E. (1993). “Frequency analysis of extreme events.” Handbook of hydrology, D. Maidment, ed., McGraw-Hill, New York.
Tawn, J. A. (1988). “Bivariate extreme value theory: Models and estimation.” Biometrika, 75(3), 397–415.
Tawn, J. A. (1990). “Modelling multivariate extreme value distributions.” Biometrika, 77(2), 245–253.
Wang, W., and Wells, M. T. (2000). “Model selection and semiparametric inference for bivariate failure-time data.” J. Am. Stat. Assoc., 95(449), 62–72.
Whelan, N. (2004). “Sampling from Archimedean copulas.” Quant. Finance, 4(3), 339–352.
Yue, S. (2000). “Joint probability distribution of annual maximum storm peaks and amounts as represented by daily rainfalls.” Hydrol. Sci. J., 45(2), 315–326.
Yue, S. (2001a). “A bivariate gamma distribution for use in multivariate flood frequency analysis.” Hydrolog. Process., 15(6), 1033–1045.
Yue, S. (2001b). “The Gumbel logistic model for representing a multivariate storm event.” Adv. Water Resour., 24(2), 179–185.
Yue, S., Ouarda, T. B. M. J., Bobée, B., Legendre, P., and Bruneau, P. (1999). “The Gumbel mixed model for flood frequency analysis.” J. Hydrol., 226(1–2), 88–100.
Yue, S., and Wang, C. Y. (2004). “A comparison of two bivariate extreme value distributions.” Stochastic Environ. Res. Risk Assess., 18(2), 61–66.
Zech, G., and Aslan, B. (2004). “A new test for the multivariate two-sample problem based on the concept of minimum energy.” Mathematics, math.PR/0309164, ⟨http://arxiv.org/PS_cache/math/pdf/0309/0309164.pdf⟩ (Dec. 12, 2004).
Zhang, L., and Singh, V. P. (2006a). “Bivariate flood frequency analysis using the copula method.” J. Hydrol. Eng., 11(2), 150–164.
Zhang, L., and Singh, V. P. (2006b). “Bivariate rainfall frequency distributions using Archimedean copulas.” J. Hydrol., in press.

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Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 12Issue 4July 2007
Pages: 420 - 430

History

Received: Aug 29, 2006
Accepted: Sep 26, 2006
Published online: Jul 1, 2007
Published in print: Jul 2007

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Francesco Serinaldi [email protected]
Dept. of Hydraulics, Transportations, and Highways, Univ. of Rome “La Sapienza,” Via Eudossiana 18, 00184 Rome, Italy; formerly, H2CU-Honors Center of Italian Universities, Univ. of Rome “La Sapienza,” Via Eudossiana 18, 00184 Rome, Italy. E-mail: [email protected]
Salvatore Grimaldi [email protected]
GEMINI Dept., Univ. of Tuscia, Via San Camillo De Lellis, 01100 Viterbo, Italy; formerly, H2CU-Honors Center of Italian Universities, Univ. of Rome “La Sapienza,” Via Eudossiana 18, 00184 Rome, Italy (corresponding author). E-mail: [email protected]

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