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Estimating storm surge intensity with Poisson bivariate maximum entropy distributions based on copulas

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Abstract

This paper introduces four kinds of novel bivariate maximum entropy distributions based on bivariate normal copula, Gumbel–Hougaard copula, Clayton copula and Frank copula. These joint distributions consist of two marginal univariate maximum entropy distributions. Four types of Poisson bivariate compound maximum entropy distributions are developed, based on the occurrence frequency of typhoons, on these novel bivariate maximum entropy distributions and on bivariate compound extreme value theory. Groups of disaster-induced typhoon processes since 1949–2001 in Qingdao area are selected, and the joint distribution of extreme water level and corresponding significant wave height in the same typhoon processes are established using the above Poisson bivariate compound maximum entropy distributions. The results show that all these four distributions are good enough to fit the original data. A novel grade of disaster-induced typhoon surges intensity is established based on the joint return period of extreme water level and corresponding significant wave height, and the disaster-induced typhoons in Qingdao verify this grade criterion.

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Abbreviations

UMED:

Univariate maximum entropy distribution

BMED:

Bivariate maximum entropy distributions

NBMED:

Bivariate maximum entropy distributions with normal copula

GHBMED:

Bivariate maximum entropy distributions with Gumbel–Hougaard copula

CBMED:

Bivariate maximum entropy distributions with Clayton copula

FBMED:

Bivariate maximum entropy distributions with Frank copula

EBMED:

Equivalent bivariate maximum entropy distribution

PBCEVD:

Poisson bivariate compound extreme value distribution

PGMCD:

Poisson–Gumbel mixed compound distribution

PBCMED:

Poisson bivariate compound maximum entropy distribution

MOM:

Method of moments

ECFM:

Empirical curve-fitting method

MLM:

Maximum likelihood method

PNBMED:

Poisson normal bivariate maximum entropy distribution

PGHBMED:

Poisson Gumbel–Hougaard bivariate maximum entropy distribution

PCBMED:

Poisson Clayton bivariate maximum entropy distribution

PFBMED:

Poisson Frank bivariate maximum entropy distribution

References

  • Antão E (2012) Probabilistic models of sea wave steepness. PhD thesis on naval architecture and marine engineering, Instituto Superior Tecnico, Technical University of Lisbon

  • Athanassoulis GA, Skarsoulis EK, Belibassakis KA (1994) Bi-variate distributions with given marginals with an application to wave climate description. Appl Ocean Res 16(1):1–17

    Google Scholar 

  • Bitner-Gregersen E, Guedes Soares C (1997) Overview of probabilistic models of the wave environment for reliability assessment of offshore structures. In: Guedes Soares C (ed) Advances in safety and reliability. Pergamon, Oxford, pp 1445–1456

    Google Scholar 

  • De Waal DJ, van Gelder PHAJM (2005) Modelling of extreme wave heights and periods through copulas. Extremes 8:345–356

    Article  Google Scholar 

  • Dolan R, Davis RE (1994) Coastal storm hazards. J Coast Res Spec Issue 12:103–114

    Google Scholar 

  • Dong S, Liu YK, Wei Y (2005) Combined return value estimation of wind speed and wave height with Poisson bi-variate lognormal distribution. In: Proceedings of the 15th international offshore and polar engineering conference, vol 3. ISOPE, Seoul, pp 435–439

  • Dong S, Xu PJ, Liu W (2009) Long-term prediction of return extreme storm surge elevation in Jiaozhou Bay. J Ocean Univ China 39(5):1119–1124

    Google Scholar 

  • Dong S, Liu W, Zhang L, Guedes Soares C (2012a) Return value estimation of significant wave heights with maximum entropy distribution. J Offshore Mech Arct Eng. doi:10.1115/1.4023248

  • Dong S, Tao SS, Lei SH, Guedes Soares C (2012b) Parameter estimation of the maximum entropy distribution of significant wave height. J Coast Res. doi:10.2112/JCOASTRES-D-11-00185.1

    Google Scholar 

  • Dong S, Wang N, Liu W, Guedes Soares C (2013) Bivariate maximum entropy distribution of significant wave height and peak period. Ocean Eng 59:86–99

    Article  Google Scholar 

  • Favre AC, Adlouni SE, Perreault L, Thiémonge N, Bobée B (2004) Multivariate hydrological frequency analysis using Copulas. Water Resour Res 40(1):1–12

    Article  Google Scholar 

  • Feller W (1957) An introduction to probability theory and its applications, 2nd edn. Wiley, New York

    Google Scholar 

  • Ferreira JA, Guedes Soares C (2002) Modeling bivariate distributions of significant wave height and mean wave period. Appl Ocean Res 24(1):31–45

    Article  Google Scholar 

  • Guedes Soares C, Scotto MG (2001) Modelling uncertainty in long-term predictions of significant wave height. Ocean Eng 28(3):329–342

    Article  Google Scholar 

  • Guedes Soares C, Scotto MG (2011) Long term and extreme value models of wave data. In: Guedes Soares C, Garbatov Y, Fonseca N, Teixeira AP (eds) Marine technology and engineering. Taylor & Francis, UK, pp 97–108

    Google Scholar 

  • Guo KC, Guo MK, Jiang CB et al (1998) Preliminary analysis of disaster caused by typhoon no. 9711 in Shandong Peninsula of China. Marine Forecast 15(2):47–51 (in Chinese)

    Google Scholar 

  • Halsey SD (1986) Proposed classification scale for major Northeast storms: East Coast USA, based on extent of damage. Geol Soc Am Abstr Program (Northeast Sect) 18:21

    Google Scholar 

  • Hanne TW, Dag M, Havard R (2004) Statistical properties of successive wave heights and successive wave periods. Appl Ocean Res 26(3–4):114–136

    Google Scholar 

  • Haver S (1985) Wave climate off northern Norway. Appl Ocean Res 7(2):85–92

    Article  Google Scholar 

  • Hu L (2002) Essays in econometrics with applications in macroeconomic and financial modeling. Yale University, New Haven

    Google Scholar 

  • Isaacson M, MacKenzie NG (1981) Long-term distributions of ocean waves: a review. J Waterw Port Coast Ocean Div 107(2):93–109

    Google Scholar 

  • Jaynes ET (1968) Prior probability. IEEE Trans Syst Sci Cybern 4:227–241

    Article  Google Scholar 

  • Jonathan P, Flynn J, Ewans KC (2010) Joint modelling of wave spectral parameters for extreme sea states. Ocean Eng 37:1070–1080

    Article  Google Scholar 

  • Leira BJ (2010) A comparison of some multivariate Weibull distributions. In: Proceedings of the ASME 2010 29th international conference on ocean, offshore and arctic engineering, OMAE2010-20678, June 6–11, 2010, Shanghai, China

  • Li PS (1998) Study on typhoon storm surge disaster forecasting in Qingdao area. Marine Forecast 15(3):72–78 (in Chinese)

    Google Scholar 

  • Liu DF, Wen SQ, Wang LP (2002) Poisson–Gumbel Mixed compound distribution and its application. Chin Sci Bull 47(22):1901–1906

    Article  Google Scholar 

  • Liu W, Dong S, Chu XJ (2010) Study on joint return period of wind speed and wave height considering lifetime of platform structure. In: Proceedings of the 29th international conference on offshore mechanics and polar engineering, Shanghai, China, OMAE20247, vol 2, pp 245–250

  • Ma FS, Liu DF (1979) Compound extreme distribution theory and its applications. Acta Math Appl Sin 2(4):366–375

    Google Scholar 

  • Mendoza ET, Jiménez JA (2005) A storm classification based on the beach erosion potential in the Catalonian Coast. Coast Dyn 2005, 1–11. doi:10.1061/40855(214)98

  • Morton ID, Bowers J (1996) Extreme value analysis in a multivariate offshore environment. Appl Ocean Res 18:303–317

    Article  Google Scholar 

  • Muhaisen OSH, Elramlawee NJE, García PA (2010) Copula-EVT-based simulation for optimal rubble-mound breakwater design. Civil Eng Environ Syst 27(4):315–328

    Article  Google Scholar 

  • Muir LR, El-Shaarawi AH (1986) On the calculation of extreme wave heights: a review. Ocean Eng 13(1):93–118

    Article  Google Scholar 

  • Nelsen RB (2006) An introduction to copulas. Springer, New York

    Google Scholar 

  • Nerzic R, Prevosto M (2000) Modeling of wind and wave joint occurrence probability and persistence duration from satellite observation data. In: Proceedings of the tenth international offshore and polar engineering conference, vol 3, May 28–June 2, 2000, Seattle, USA, pp 154–158

  • Petrov V, Guedes Soares C, Gotovac H (2013) Prediction of extreme significant wave heights using maximum entropy. Coast Eng 74:1–10

    Article  Google Scholar 

  • Prince-Wright R (1995) Maximum likelihood models of joint environmental data for TLP design. In: Proceedings of the 14th international conference on offshore mechanics and arctic engineering (OMAE 1995), vol 2. ASME, NY

  • Repko A, Van Gelder PHAJM, Voortman HG, Vrijling JK (2004) Bivariate description of offshore wave conditions with physics-based extreme value statistics. Appl Ocean Res 26:162–170

    Article  Google Scholar 

  • Sklar A (1959) Fonctions de répartition à n dimensions et leurs marges. Publ Inst State Univ Paris 8:229–231

    Google Scholar 

  • Van Vledder G, Goda Y, Hawkes P, Mansard E, Martin MJ, Mathiesen M, Peltier E, Thompson E (1993) Case studies of extreme wave analysis: a comparative analysis. In: Proceedings of the second international symposium on ocean wave measurement and analysis, pp 978–992

  • Wahl T, Mudersbach C, Jensen J (2012) Assessing the hydrodynamic boundary conditions for risk analyses in coastal areas: a multivariate statistical approach based on copula functions. Nat Hazards Earth Syst Sci 12:495–510

    Article  Google Scholar 

  • Zachary S, Feld G, Ward G, Wolfram J (1998) Multivariate extrapolation in the offshore environment. Appl Ocean Res 20(5):273–295

    Article  Google Scholar 

  • Zhang LZ, Xu DL (2005) A new maximum entropy probability function for the surface elevation of nonlinear sea waves. China Ocean Eng 19(4):637–646

    Google Scholar 

Download references

Acknowledgments

The study was partially supported by the National Natural Science Foundation of China (51279186), the National Program on Key Basic Research Project (2011CB013704) and the Program for New Century Excellent Talents in University (NCET-07-0778).

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Correspondence to Sheng Dong.

Appendix

Appendix

The distribution function of Gumbel distribution is

$$ F(x) = \exp \left[ { - \exp \left( { - \frac{{x - \mu }}{\sigma }} \right)} \right] $$
(20)

in which μ and σ are the location parameter and scale parameter, respectively.

The distribution function of Weibull distribution is

$$ F\left( x \right) = \left\{ {\begin{array}{*{20}c} {1 - \exp \left[ { - \frac{{\left( {x - \mu } \right)^{\gamma } }}{\sigma }} \right],} \hfill & {x \ge \mu } \hfill \\ {0,} \hfill & { \, x < \mu } \hfill \\ \end{array} } \right. $$
(21)

in which μ > 0 is the location parameter, σ > 0 is the shape parameter, γ > 0 is the scale parameter.

The distribution function of lognormal distribution is

$$ F(x) = \int\limits_{ - \infty }^{x} {\frac{1}{{t\sigma \sqrt {2\pi } }}\exp \left[ { - \frac{1}{{2\sigma^{2} }}\left( {\ln t - \mu } \right)^{2} } \right]{\text{d}}t},\quad x \ge a $$
(22)

in which μ and σ are the location parameter and scale parameter, respectively.

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Tao, S., Dong, S., Wang, N. et al. Estimating storm surge intensity with Poisson bivariate maximum entropy distributions based on copulas. Nat Hazards 68, 791–807 (2013). https://doi.org/10.1007/s11069-013-0654-6

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