Technical Papers
Jun 17, 2015

Design Rainfall Framework Using Multivariate Parametric-Nonparametric Approach

Publication: Journal of Hydrologic Engineering
Volume 21, Issue 1

Abstract

Design rainfall time series are a critical input for urban flood modeling and require depth-duration-frequency curves along with a design temporal pattern. The association between rainfall depth and duration, which depicts the inherent structure of rainfall patterns, plays an important role in flood-causing potential; this association can be revealed through a bivariate rainfall frequency analysis to obtain the depth-duration-frequency curves. Unlike earlier approaches that use either parametric or nonparametric models, the present study proposes a new semiparametric model approach, which can evaluate all possible combinations of the parametric-nonparametric marginals without restrictions. A comparison between the copula-based bivariate frequency analysis and the generalized least-squares regression shows the former to be better in performance. The first three best-fit models—Gaussian kernel, triangle kernel, and Burr type XII combined with the generalized Pareto distribution—yield consistently similar results, indicating the robustness of the approach. Realistic design rainfall temporal pattern could also be derived from the observed set of temporal patterns using their skew, kurtosis, and bimodality measure to quantify the maximum flood-causing potential and also to generate the design rainfall time series. The proposed framework has been demonstrated for a severely flood-prone coastal megacity, Mumbai, in India.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

We acknowledge the administrative and financial support provided by the IITB-Monash Research Academy and Tata Consultancy Services, and the funding support by the Ministry of Earth Sciences, Government of India, Project Ref. No. MoES/PAMC/H&C/36/2013-PC-II. Also, we sincerely thank the editors, associate editors, and anonymous reviewers for their valuable review comments that have improved this manuscript substantially.

References

Abdella, M., and Marwala, T. (2005). “The use of genetic algorithms and neural networks to approximate missing data in database.” IEEE 3rd Int. Conf. on Computational Cybernetics (ICCC 2005), IEEE, Piscataway, NJ, 207–212.
Akaike, H. (1974). “A new look at the statistical model identification.” IEEE Trans. Autom. Control, 19(6), 716–723.
Alfieri, L., Laio, F., and Claps, P. (2008). “A simulation experiment for optimal design hyetograph selection.” Hydrol. Process., 22(6), 813–820.
Ashkar, F., and Mahdi, S. (2006). “Fitting the log-logistic distribution by generalized moments.” J. Hydrol., 328(3–4), 694–703.
Bacchi, B., Becciu, G., and Kottegoda, N. (1994). “Bivariate exponential model applied to intensities and durations of extreme rainfall.” J. Hydrol., 155(1–2), 225–236.
Brabson, B. B., and Palutikof, J. P. (2000). “Tests of the generalized Pareto distribution for predicting extreme wind speeds.” J. Appl. Meteorol., 39(9), 1627–1640.
Brooks, S. P. (1998). “Markov chain Monte Carlo method and its application.” J. R. Stat. Soc., 47(1), 69–100.
Buishand, T. (1978). “Some remarks on the use of daily rainfall models.” J. Hydrol., 36(3–4), 295–308.
Buishand, T. A. (1991). “Extreme rainfall estimation by combining data from several sites.” Hydrol. Sci. J., 36(4), 345–365.
Burr, I. W. (1942). “Cumulative frequency functions.” Ann. Math. Stat., 13(2), 215–232.
Census of India. (2011). “Provisional population totals, census of India.” Office of the Registrar General and Census Commissioner, New Delhi, India.
Cho, H.-K., Bowman, K. P., and North, G. R. (2004). “A comparison of gamma and lognormal distributions for characterizing satellite rain rates from the tropical rainfall measuring mission.” J. Appl. Meteorol., 43(11), 1586–1597.
Chow, V. T., Maidment, D. R., and Mays, L. W. (1988). Applied hydrology, McGraw-Hill, New York.
Darlington, R. B. (1970). “Is kurtosis really Peakedness?” Am. Statistician, 24(2), 19.
DeCarlo, L. T. (1997). “On the meaning and use of kurtosis.” Psychol. Methods, 2(3), 292–307.
Doane, D. P., and Seward, L. E. (2011). “Measuring skewness: A forgotten statistic?” J. Stat. Educ., 19(2), 1–18.
Esteves, L. S. (2013). “Consequences to flood management of using different probability distributions to estimate extreme rainfall.” J. Environ. Manage., 115, 98–105.
Finucan, H. M. (1964). “A note on kurtosis.” J. R. Stat. Soc., 26(1), 111–112.
Fontanazza, C. M., Freni, G., La Loggia, G., and Notaro, V. (2011). “Uncertainty evaluation of design rainfall for urban flood risk analysis.” Water Sci. Technol., 63(11), 2641–2650.
Government of Maharashtra. (2005). “Maharashtra floods 2005: Relief and rehabilitation.” 〈http://mdmu.maharashtra.gov.in/pdf/Flood/statusreport.pdf〉 (Apr. 12, 2015).
Grimaldi, S., and Serinaldi, F. (2006). “Design hyetograph analysis with 3-copula function.” Hydrol. Sci. J., 51(2), 223–238.
Gupta, K. (2006). “Urban flooding: Vulnerability, preparedness and mitigation—944 mm Mumbai 26/07/2005 event.” International Centre for Excellence in Water Resources Management, Adelaide, Australia.
Hallegatte, S., et al. (2010). “Flood risks, climate change impacts and adaptation benefits in Mumbai: An initial assessment of socio-economic consequences of present and climate change induced flood risks and of possible adaptation options.”, OECD Publishing, Paris.
Hartigan, J. A., and Hartigan, P. M. (1985). “The dip test of unimodality.” Ann. Stat., 13(1), 70–84.
Hildebrand, D. K. (1971). “Kurtosis measures bimodality?” Am. Stat., 25(1), 42–43.
Honaker, J., King, G., and Blackwell, M. (2011). “Amelia II: A program for missing data.” J. Stat. Software, 45(7), 1–54.
Huang, B., and Salleb-Aouissi, A. (2009). “Maximum entropy density estimation with incomplete presence-only data.” 12th Int. Conf. on Artificial Intelligence and Statistics (AISTATS), MIT Press, Cambridge, MA.
Huff, F. A. (1967). “Time distribution of rainfall in heavy storms.” Water Resour. Res., 3(4), 1007–1019.
Huff, F. A., and Neill, J. C. (1959). “Comparison of several methods for rainfall frequency analysis.” J. Geophys. Res., 64(5), 541–547.
IITM (Indian Institute of Tropical Meteorology). (2005). “Homogeneous monsoon regions.” 〈http://www.tropmet.res.in/IITM/region-maps.html〉 (Apr. 5, 2015).
Joe, H. (1997). Multivariate models and dependence concepts, Chapman and Hall, London.
Johnson, N. L., Kotz, S., and Balakrishnan, N. (1994). Continuous univariate distributions, 2nd Ed., Wiley, New York.
Karmakar, S., Kumar, P., and Varekar, V. B. (2012). “Multivariate flood frequency analysis: A comparative study of nonparametric, parametric and copula-based approaches.” Asia Oceania Geosciences Society (AOGS)-American Geophysical Union (AGU) Joint Assembly 2012, Resorts World Convention Centre, Singapore.
Kim, T.-W., Yoo, C., and Valdés, J. B. (2003). “Nonparametric approach for estimating effects of ENSO on return periods of droughts.” KSCE J. Civ. Eng., 7(5), 629–636.
Kourogiorgas, C. I., Panagopoulos, A. D., Kanellopoulos, I. D., and Karagiannidis, G. K. (2012). “On the inverse Gaussian modeling of rainfall rate and slant path and terrestrial links rain attenuation.” Proc., 6th European Conf. on Antennas and Propagation, EuCAP 2012, IEEE, Piscataway, NJ, 1463–1467.
Koutsoyiannis, D., and Foufoula-Georgiou, E. (1993). “A scaling model of a storm hyetograph.” Water Resour. Res., 29(7), 2345–2361.
Lall, U. (1995). “Recent advances in nonparametric function estimation: Hydrologic applications.” Rev. Geophys., 33(S2), 1093–1102.
Little, R. J. A., and Rubin, D. B. (1987). Statistical analysis with missing data, 2nd Ed., V. Barnett, R. A. Bradley, J. S. Hunter, D. G. Kendall, A. F. M. Smith, S. M. Stigler, and G. S. Watson, eds., Wiley, Hoboken, NJ.
Ljung, G. M., and Box, G. E. P. (1978). “On a measure of lack of fit in time series models.” Biometrika, 65(2), 297–303.
Nelsen, R. B. (2006). An introduction to copulas, Springer, New York.
Overeem, A., Buishand, A., and Holleman, I. (2008). “Rainfall depth-duration-frequency curves and their uncertainties.” J. Hydrol., 348(1–2), 124–134.
Papalexiou, S. M., Koutsoyiannis, D., and Makropoulos, C. (2013). “How extreme is extreme? An assessment of daily rainfall distribution tails.” Hydrol. Earth Syst. Sci., 17(2), 851–862.
Park, B. U., Lee, Y. K., Kim, T. Y., and Park, C. (2006). “A simple estimator of error correlation in non-parametric regression models.” Scand. J. Stat., 33(3), 451–462.
Pfister, R., Schwarz, K. A., Janczyk, M., Dale, R., and Freeman, J. B. (2013). “Good things peak in pairs: A note on the bimodality coefficient.” Front. Psychol., 4(700).
Pickands, J. (1975). “Statistical inference using extreme order statistics.” Ann. Stat., 3(1), 119–131.
Poulin, A., Huard, D., Favre, A.-C., and Pugin, S. (2007). “Importance of tail dependence in bivariate frequency analysis.” J. Hydrol. Eng., 394–403.
Prodanovic, P., and Simonovic, S. P. (2004). “Generation of synthetic design storms for the Upper Thames River basin.” Water Resources Research Report, Dept. of Civil and Environmental Engineering, Univ. of Western Ontario, London.
Rahman, A., Weinmann, P., Hoang, T., and Laurenson, E. (2002). “Monte Carlo simulation of flood frequency curves from rainfall.” J. Hydrol., 256(3–4), 196–210.
SAS version 6 [Computer software]. Sweden, SAS.
Schafer, J. L. (1997). Analysis of incomplete multivariate data, Chapman and Hall, New York.
Schwarz, G. (1978). “Estimating the dimension of a model.” Ann. Stat., 6(2), 461–464.
Sherly, M. A., Karmakar, S., Chan, T., and Rau, C. (2013). “Regional depth-duration-frequency curves for Mumbai City.” 6th Int. Conf. on Water Resources and Environmental Research (ICWRER 2013), KLIWAS, Koblenz, Germany, 629–646.
Shoukri, M. M., Mian, I. U. H., and Tracy, D. S. (1988). “Sampling properties of estimators of the log-logistic distribution with application to Canadian precipitation data.” Can. J. Stat., 16(3), 223–236.
Sibuya, M. (1959). “Bivariate extreme statistics, I.” Ann. Inst. Stat. Math., 11(2), 195–210.
Silverman, B. W. (1985). “Some aspects of the spline smoothing approach to non-parametric regression curve fitting.” J. R. Stat. Soc., 47(1), 1–52.
Sivapalan, M., and Bloschl, G. (1998). “Transformation of point rainfall to areal rainfall: Intensity-duration-frequency curves.” J. Hydrol., 204(1–4), 150–167.
Sklar, A. (1959). “Distribution functions of n dimensions and margins.” Institute of Statistics of the Univ. of Paris, Paris.
Stephens, M. A. (1979). “Tests of fit for the logistic distribution based on the empirical distribution function.” Biometrika, 66(3), 591–595.
Vandenberghe, S., Verhoest, N. E. C., Buyse, E., and De Baets, B. (2010). “A stochastic design rainfall generator based on copulas and mass curves.” Hydrol. Earth Syst. Sci. Discuss., 7(3), 3613–3648.
Vojinovic, Z., and Abbott, M. B. (2012). Flood risk and social justice—From quantitative to qualitative flood risk assessment and mitigation, IWA, London.
Wasserman, L. (2006). All of nonparametric statistics, Springer, New York.
Wenzel, H. G. (2013). Rainfall for urban stormwater design, in urban stormwater hydrology, American Geophysical Union, Washington, DC.
Willems, P. (2000). “Compound intensity/duration/frequency-relationships of extreme precipitation for two seasons and two storm types.” J. Hydrol., 233(1–4), 189–205.
Yuan, Y. C. (2002). “Multiple imputation for missing data: Concepts and new development (version 9.0).” 〈http://support.sas.com/rnd/app/papers/multipleimputation.pdf〉 (Mar. 25, 2015).
Zhang, L., and Singh, V. P. (2007). “Gumbel–Hougaard copula for trivariate rainfall frequency analysis.” J. Hydrol. Eng., 409–419.

Information & Authors

Information

Published In

Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 21Issue 1January 2016

History

Received: Aug 5, 2014
Accepted: Apr 24, 2015
Published online: Jun 17, 2015
Discussion open until: Nov 17, 2015
Published in print: Jan 1, 2016

Permissions

Request permissions for this article.

Authors

Affiliations

Mazhuvanchery Avarachen Sherly [email protected]
IITB-Monash Research Academy, Mumbai 400076, India. E-mail: [email protected]
Subhankar Karmakar [email protected]
Centre for Environmental Science and Engineering, Indian Institute of Technology Bombay, Mumbai 400076, India; Centre for Urban Science and Engineering, Indian Institute of Technology Bombay, Mumbai 400076, India; and Interdisciplinary Program in Climate Studies, Indian Institute of Technology Bombay, Mumbai 400076, India (corresponding author). E-mail: [email protected]
Terence Chan [email protected]
Monash Sustainability Institute and Water Studies Centre, Monash Univ., Melbourne, VIC 3800, Australia. E-mail: [email protected]
Christian Rau [email protected]
Dept. of Mathematics, Shantou Univ., Shantou 515063, China. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share