1 / 28

Applied Hydrology Regional Frequency Analysis - Example

Applied Hydrology Regional Frequency Analysis - Example. Prof. Ke-Sheng Cheng Department of Bioenvironmental Systems Engineering National Taiwan University. Estimating the return period of region-wide catastrophic rainfalls. Ke-Sheng Cheng, Tsong-Hsiun Lien, Guan-Ming Su

garima
Télécharger la présentation

Applied Hydrology Regional Frequency Analysis - Example

An Image/Link below is provided (as is) to download presentation Download Policy: Content on the Website is provided to you AS IS for your information and personal use and may not be sold / licensed / shared on other websites without getting consent from its author. Content is provided to you AS IS for your information and personal use only. Download presentation by click this link. While downloading, if for some reason you are not able to download a presentation, the publisher may have deleted the file from their server. During download, if you can't get a presentation, the file might be deleted by the publisher.

E N D

Presentation Transcript

  1. Applied HydrologyRegional Frequency Analysis - Example Prof. Ke-Sheng Cheng Department of Bioenvironmental Systems Engineering National Taiwan University

  2. Estimating the return period of region-wide catastrophic rainfalls Ke-Sheng Cheng, Tsong-Hsiun Lien, Guan-Ming Su National Taiwan University 2013 AOGS Conference

  3. Introduction • Occurrences of extraordinary rainfalls can complicate the work of hydrological frequency analysis. • Examples in Taiwan (Typhoon Morakot, 2009) • Jia-Sien – 1040mm/24hr, 1601mm/48hr, 1856mm/72hr • Weiliaoshan – 1415mm/24hr, 2216mm/48hr, 2564mm/72hr 2013 AOGS Conference

  4. Frequency analysis of 24-hr annual maximum rainfalls (AMR) at Jia-Sienstation using 50 years of historical data • 1040mm/24 hours (by Morakot) excluding Morakot – 901 years return period • Return period inclusive of Morakot – 171 years The same amount (1040mm/24 hours) was found to be associated with a return period of more than 2000 years by another study which used 25 years of annual maximum rainfalls. 2013 AOGS Conference

  5. Extraordinary rainfalls are extreme outliers. • Whether outliers should be included/excluded in frequency is arguable. • Random characteristics of extraordinary rainfalls • Occurrences of extraordinary rainfalls are very rare. • Within a not-too-long period, the probability of having repeated occurrences of extraordinary rainfalls at one station is very low. However, extraordinary rainfalls can occur at different locations. • Regional frequency analysis (RFA) is adopted to deal with presence of extraordinary rainfalls in frequency analysis. 2013 AOGS Conference

  6. Previous studies have suggested that RFA performs better than the site-specific frequency analysis. However, how much confidence do we have? • The main objectives of this study • To estimate the return period of catastrophic rainfalls using regional frequency analysis • To demonstrate the superior performance of RFA using stochastic simulation. 2013 AOGS Conference

  7. General procedures ofregional frequency analysis • Data screening • Correctness check • Data should be stationary over time. • Identifying homogeneous regions • A set of characteristic variables are used for delineation of homogeneous regions. • Homogeneous regions are often determined by cluster analysis. 2013 AOGS Conference

  8. Choice of an appropriate regional frequency distribution (GOF test) • GOF test using rescaled samples from different sites within the same homogeneous region. • The chosen distribution not only should fit the data well but also yield quantile estimates that are robust to physically plausible deviations of the true frequency distribution from the chosen frequency distribution. 2013 AOGS Conference

  9. Parameter estimation of the regional frequency distribution • Estimating parameters of the site-specific frequency distribution. • Estimating parameters of the regional frequency distribution using record-length weighted average. 2013 AOGS Conference

  10. Study area and rainfall stations 28 rainfall stations in southern Taiwan. (1951 – 2010) Not all stations have the same record length. Annual maximum rainfalls (AMR) of various durations (1, 2, 6, 12, 18, 24, 48, 72 hours) 2013 AOGS Conference

  11. Homogeneous regions identification using Cluster analysis • Characteristic variables: Mean, standard deviation and coeff. of skewness of annual maximum rainfalls. • Cluster analysis was conducted for AMR of various durations. • Two homogeneous regions with 21 satations (region I) and 7 stations (region II), respectively, were identified. 2013 AOGS Conference

  12. (Mean, std dev, skewness) space of the gamma density A 3-parameter distribution 2013 AOGS Conference

  13. Regional frequency analysis • Delineating homogeneous regions 2013 AOGS Conference

  14. 2013 AOGS Conference

  15. 2013 AOGS Conference

  16. Hot spots for occurrences of extreme rainfalls 1992 – 2010 Number of extreme typhoon events 2013 AOGS Conference

  17. Choice of an appropriate regional frequency distribution (GOF test) • Site-specific rescaled annual max rainfalls • Rescaled with respect to site-specific mean and standard deviation • Rescaled AMR is equivalent to the frequency factor, K. • Rescaled AMR can be considered as an index variable with zero expectation and unity standard deviation. • Other studies also used as the index variable. 2013 AOGS Conference

  18. 2013 AOGS Conference

  19. Region I – Extreme value type I (EV1) distribution • Region II – Log Pearson type III (LPT3) distribution • Considering the results of GOF tests for AMR of various durations • AIC, BIC and HQIC values were calculated for best-fit model selection. 2013 AOGS Conference

  20. Regional frequency analysisparameter estimation • Method of L-moments for site-specific parameter estimation • Regional parameter estimation • Establishing regional growth curves for individual homogeneous regions • Region 1: Extreme Value type I • Region 2: Log Pearson type III (Model selection was based on the criterion of loss of information using AIC, BIC and HQIC.) 2013 AOGS Conference

  21. RFA results index variable 2013 AOGS Conference

  22. RFA resultsindex variable 2013 AOGS Conference

  23. 24-hr, 100-year rainfall at the Jia-Sien station • 1018 mm (using (X-)/ as the index variable) • The 24-hr rainfall of Morakot (1040 mm) is associated with a return period of 115 years. • 1648 mm (using (X/) as the index variable) • Site-specific frequency analysis Which index variable performs better? Does RFA really perform better than the site-specific freq analysis? Or, just by chance? 2013 AOGS Conference

  24. Stochastic simulation • Simulating n years (same as the record length of the historical data) of annual maximum rainfalls at each individual station, using site-specific distribution parameters. Such simulated data set is called a block of simulated samples. • Generating 1000 blocks of simulated samples. • Conducting site-specific frequency analysis and RFA for each block of simulated samples. • Calculating 24-hr rainfalls of 5, 20, 50, 100, 200 years return period for each block of simulated samples. 2013 AOGS Conference

  25. RMSE comparison using (X-)/ as the index variable using (X/) as the index variable RFA Site-specific RFA Site-specific Probability for RFA (using (X-)/ as the index variable) being superior = 0.77. 2013 AOGS Conference

  26. Further study • Modeling dependence of extraordinary rainfall occurrences at different stations. 2013 AOGS Conference

  27. Conclusions • Regional frequency analysis using (X-)/ as the index variable is recommended to deal with extraordinary rainfalls (extreme outliers). • It has been demonstrated through stochastic simulation that there is a high probability (0.77 in our study) that RFA performs better than site-specific frequency analysis. 2013 AOGS Conference

  28. Thanks for listening.Your comments and suggestions are most welcome. 2013 AOGS Conference

More Related