Bivariate frequency analysis of nonstationary low‐flow series based on the time‐varying copula

Many studies have analysed the nonstationarity in single hydrological variables due to changing environments. Yet, few researches have been done to investigate how the dependence structure between different individual hydrological variables is affected by changing environments. To investigate how the reservoirs have altered the dependence structure between river flows at different locations on the Hanjiang River, a time-varying copula model, which takes the nonstationarity in the marginal distribution and/or the time variation in dependence structure between different hydrological series into consideration, is presented in this paper to perform a bivariate frequency analysis for the low-flow series from two neighbouring hydrological gauges. The time-varying moments model with either time or reservoir index as explanatory variables is applied to build the time-varying marginal distributions of the two low-flow series. It's found that both marginal distributions are nonstationary, and the reservoir index yields better performance than the time index in describing the nonstationarities in the marginal distributions. Then, the copula with the dependence parameter expressed as a function of either time or reservoir index is applied to model the variable dependence between the two low-flow series. The copula with reservoir index as the explanatory variable of the dependence parameter has a better fitting performance than the copula with the constant or the time-trend dependence parameter. Finally, the effect of the time variation in the joint distribution on three different types of joint return periods (i.e. AND, OR and Kendall) of low flows at two neighbouring hydrological gauges is presented. Copyright © 2014 John Wiley & Sons, Ltd.

[1]  Rao S. Govindaraju,et al.  Trivariate statistical analysis of extreme rainfall events via the Plackett family of copulas , 2008 .

[2]  C. Michele,et al.  Estimating strategies for multiparameter Multivariate Extreme Value copulas , 2010 .

[3]  S. Pecora,et al.  Multivariate assessment of droughts: Frequency analysis and dynamic return period , 2013 .

[4]  Francesco Serinaldi,et al.  Asymmetric copula in multivariate flood frequency analysis , 2006 .

[5]  C. De Michele,et al.  A Generalized Pareto intensity‐duration model of storm rainfall exploiting 2‐Copulas , 2003 .

[6]  M. M. Portela,et al.  Nonstationarities in the occurrence rates of flood events in Portuguese watersheds , 2011 .

[7]  R. T. Clarke,et al.  Hydrological prediction in a non-stationary world , 2007 .

[8]  Clifford M. Hurvich,et al.  Regression and time series model selection in small samples , 1989 .

[9]  Fabrizio Durante,et al.  On the return period and design in a multivariate framework , 2011 .

[10]  A. Pettitt A Non‐Parametric Approach to the Change‐Point Problem , 1979 .

[11]  R. Batalla,et al.  Reservoir-induced hydrological changes in the Ebro River basin (NE Spain) , 2004 .

[12]  G. Villarini,et al.  Analyses of extreme flooding in Austria over the period 1951–2006 , 2012 .

[13]  H. Akaike A new look at the statistical model identification , 1974 .

[14]  Jianfeng Li,et al.  Copula-Based Analysis of Hydrological Extremes and Implications of Hydrological Behaviors in the Pearl River Basin, China , 2011 .

[15]  B. Rémillard,et al.  Goodness-of-fit tests for copulas: A review and a power study , 2006 .

[16]  H. Joe Multivariate models and dependence concepts , 1998 .

[17]  Felix Naef,et al.  More frequent flooding? Changes in flood frequency in Switzerland since 1850 , 2010 .

[18]  Richard M. Vogel,et al.  Nonstationarity: Flood Magnification and Recurrence Reduction Factors in the United States 1 , 2011 .

[19]  M. Janga Reddy,et al.  Application of copulas for derivation of drought severity–duration–frequency curves , 2012 .

[20]  M. Lavielle,et al.  Detection of multiple change-points in multivariate time series , 2006 .

[21]  Martin F. Lambert,et al.  Drought Analysis Using Trivariate Copulas Conditional on Climatic States , 2010 .

[22]  David R. Maidment,et al.  Handbook of Hydrology , 1993 .

[23]  Vijay P. Singh,et al.  Trivariate Flood Frequency Analysis Using the Gumbel–Hougaard Copula , 2007 .

[24]  Félix Francés,et al.  Non-stationary flood frequency analysis in continental Spanish rivers, using climate and reservoir indices as external covariates , 2013 .

[25]  V. Singh,et al.  Non-stationary approach to at-site flood frequency modelling. III. Flood analysis of Polish rivers , 2001 .

[26]  A. Bárdossy,et al.  Copula based multisite model for daily precipitation simulation , 2009 .

[27]  R. Modarres Regional Frequency Distribution Type of Low Flow in North of Iran by L-moments , 2008 .

[28]  Bernard Bobée,et al.  Frequency analysis of a sequence of dependent and/or non-stationary hydro-meteorological observations: a review , 2006 .

[29]  C. De Michele,et al.  Analytical calculation of storm volume statistics involving Pareto‐like intensity‐duration marginals , 2004 .

[30]  Anne-Catherine Favre,et al.  Importance of Tail Dependence in Bivariate Frequency Analysis , 2007 .

[31]  Renzo Rosso,et al.  Extremes in Nature , 2007 .

[32]  Bruno Rémillard,et al.  On Kendall's Process , 1996 .

[33]  T. Ouarda,et al.  Generalized maximum likelihood estimators for the nonstationary generalized extreme value model , 2007 .

[34]  Andrea Petroselli,et al.  Multivariate return periods in hydrology: a critical and practical review focusing on synthetic design hydrograph estimation , 2012 .

[35]  G. Villarini,et al.  Nonstationary modeling of a long record of rainfall and temperature over Rome , 2010 .

[36]  V. Singh,et al.  Bivariate Flood Frequency Analysis Using the Copula Method , 2006 .

[37]  R. Rigby,et al.  Generalized additive models for location, scale and shape , 2005 .

[38]  Gianfausto Salvadori,et al.  Frequency analysis via copulas: Theoretical aspects and applications to hydrological events , 2004 .

[39]  Jiye Shao,et al.  Application of bootstrap method in Kolmogorov-Smirnov test , 2011, 2011 International Conference on Quality, Reliability, Risk, Maintenance, and Safety Engineering.

[40]  C. De Michele,et al.  Multivariate multiparameter extreme value models and return periods: A copula approach , 2010 .

[41]  Yeboah Gyasi-Agyei,et al.  Copula‐based daily rainfall disaggregation model , 2011 .

[43]  Luis Garrote,et al.  A bivariate return period based on copulas for hydrologic dam design: accounting for reservoir routing in risk estimation , 2013 .

[44]  P. Bates,et al.  Flood frequency analysis for nonstationary annual peak records in an urban drainage basin , 2009 .

[45]  Casey Brown,et al.  Climate informed flood frequency analysis and prediction in Montana using hierarchical Bayesian modeling , 2008 .

[46]  Francesco Serinaldi,et al.  Probabilistic characterization of drought properties through copulas , 2009 .

[47]  Witold G. Strupczewski,et al.  Non-stationary approach to at-site flood frequency modelling. II. Weighted least squares estimation , 2001 .

[48]  Heung Wong,et al.  Change-point analysis of hydrological time series using grey relational method , 2006 .

[49]  B. Bobée,et al.  Multivariate hydrological frequency analysis using copulas , 2004 .

[50]  Fabrizio Durante,et al.  Multivariate return period calculation via survival functions , 2013 .

[51]  G. Villarini,et al.  On the stationarity of annual flood peaks in the continental United States during the 20th century , 2009 .

[52]  S van Buuren,et al.  Worm plot: a simple diagnostic device for modelling growth reference curves , 2001, Statistics in medicine.

[53]  Lihua Xiong,et al.  Effects of the Three Gorges Reservoir on the hydrological droughts at the downstream Yichang station during 2003–2011 , 2013 .

[54]  Probabilistic characterization of hydrological droughts , 2013, Russian Meteorology and Hydrology.

[55]  M. Rosenblatt Remarks on a Multivariate Transformation , 1952 .

[56]  Bruno Merz,et al.  Flood trends and variability in the Mekong river , 2009 .

[57]  Dawen Yang,et al.  Changes in the eco-flow metrics of the Upper Yangtze River from 1961 to 2008 , 2012 .

[58]  G. Evin,et al.  A new rainfall model based on the Neyman‐Scott process using cubic copulas , 2008 .

[59]  A. Dégre,et al.  A method for low-flow estimation at ungauged sites: a case study in Wallonia (Belgium) , 2012 .

[60]  C. Genest,et al.  Statistical Inference Procedures for Bivariate Archimedean Copulas , 1993 .

[61]  Harald Kunstmann,et al.  Copula-based statistical refinement of precipitation in RCM simulations over complex terrain , 2011 .

[62]  B. Merz,et al.  Trends in flood magnitude, frequency and seasonality in Germany in the period 1951–2002 , 2009 .

[63]  Tammo S. Steenhuis,et al.  Drying front in a sloping aquifer: Nonlinear effects , 2004 .

[64]  Ni-Bin Chang,et al.  Copula‐based flood frequency (COFF) analysis at the confluences of river systems , 2009 .

[65]  Richard M. Vogel,et al.  PROBABILITY DISTRIBUTION OF ANNUAL MAXIMUM, MEAN, AND MINIMUM STREAMFLOWS IN THE UNITED STATES , 1996 .

[66]  R. McCuen,et al.  A nonstationary flood frequency analysis method to adjust for future climate change and urbanization , 2012 .

[67]  B. Renard,et al.  An application of Bayesian analysis and Markov chain Monte Carlo methods to the estimation of a regional trend in annual maxima , 2006 .

[68]  V. Singh,et al.  Non-stationary approach to at-site flood frequency modelling I. Maximum likelihood estimation , 2001 .

[69]  P. Rasmussen Bayesian Estimation of change points using the general linear model , 2001 .

[70]  R. Stouffer,et al.  Stationarity Is Dead: Whither Water Management? , 2008, Science.

[71]  Bill Ravens,et al.  An Introduction to Copulas , 2000, Technometrics.

[72]  R. Nelsen An Introduction to Copulas , 1998 .

[73]  S. Yue,et al.  Power of the Mann–Kendall and Spearman's rho tests for detecting monotonic trends in hydrological series , 2002 .