Location via proxy:   [ UP ]  
[Report a bug]   [Manage cookies]                
Skip to main content

Multivariate flood risk analysis for Wei River

  • Original Paper
  • Published:
Stochastic Environmental Research and Risk Assessment Aims and scope Submit manuscript

Abstract

In this study, bivariate hydrologic risk analysis was conducted based on the daily streamflow discharge at the Xianyang station on the Wei River. This bivariate hydrologic risk analysis was conducted based on copula methods, in which the bivariate hydrologic frequency was firstly quantified through copulas, and the bivariate hydrologic risk analysis was then characterized based on the joint return period of flood pairs. The maximum likelihood estimation (MLE) and the method-of-moments-like (MOM) estimator were compared in estimating the unknown parameters in copula. The results showed that the Gumbel–Hougaard copula was most appropriate for modelling the dependence for all three flood pairs, in which the parameter of the copula for flood peak–volume was estimated by MLE and the parameters of the copulas for flood peak–duration and volume–duration were needed to be obtained by MOM. The bivariate hydrologic risk values are then obtained based on the AND-joint return period. The results show that the bivariate hydrologic values will not decrease until the corresponding volume for a flood is larger than 1.0 × 104 m3/s. For the bivariate hydrologic risk for flood peak–duration, the value will decrease quickly when the duration is longer than 5 days. Such bivariate hydrologic risk analysis can provide decision support for hydraulic facility design as well as actual flood control and mitigation.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Subscribe and save

Springer+ Basic
$34.99 /Month
  • Get 10 units per month
  • Download Article/Chapter or eBook
  • 1 Unit = 1 Article or 1 Chapter
  • Cancel anytime
Subscribe now

Buy Now

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7
Fig. 8
Fig. 9
Fig. 10
Fig. 11
Fig. 12
Fig. 13
Fig. 14
Fig. 15

Similar content being viewed by others

References

  • Anderson TW, Darling DA (1954) A test of goodness of fit. J Am Stat Assoc 49(268):765–769

    Article  Google Scholar 

  • Cantet P, Arnaud P (2014) Extreme rainfall analysis by a stochastic model: impact of the copula choice on the sub-daily rainfall generation. Stoch Environ Res Risk A 28(6):1479–1492

    Article  Google Scholar 

  • Chou LH, Huang CC, Zhou ZX, Yin SY (2013) Comparative analysis of extreme floods occurred on upper reaches of Hanjiang River and Weihe River in 1960–2000 (in Chinese). Bull Soil Water Conserv 33(2):106–110

    Google Scholar 

  • De Michele C, Salvadori G, Vezzoli R, Pecora S (2013) Multivariate assessment of droughts: frequency analysis and dynamic return period. Water Resour Res 49(10):6985–6994

    Article  Google Scholar 

  • Du T, Xiong L, Xu CY, Gippel CJ, Guo S, Liu P (2015) Return period and risk analysis of nonstationary low-flow series under climate change. J Hydrol 527:234–250

    Article  Google Scholar 

  • Fan YR, Huang GH, Li YP (2012) Robust interval linear programming for environmental decision making under uncertainty. Eng Optim 44(11):1321–1336

    Article  Google Scholar 

  • Fan YR, Huang GH, Huang K, Baetz BW (2015a) Planning water resources allocation under multiple uncertainties through a generalized fuzzy two-stage stochastic programming method. IEEE Trans Fuzzy Syst. doi:10.1109/TFUZZ.2014.2362550

    Google Scholar 

  • Fan YR, Huang WW, Huang GH, Huang K, Li YP, Kong XM (2015b) Bivariate hydrologic risk analysis based on a coupled entropy-copula method for the Xiangxi River in the Three Gorges Reservoir area. Theor Appl Climatol, China. doi:10.1007/s00704-015-1505-z

    Google Scholar 

  • Fan YR, Huang WW, Huang GH, Huang K, Zhou X (2015c) A PCM-based stochastic hydrological model for uncertainty quantification in watershed systems. Stoch Environ Res Risk A 29:915–927

    Article  Google Scholar 

  • Fan YR, Huang WW, Li YP, Huang GH, Huang K (2015d) A coupled ensemble filtering and probabilistic collocation approach for uncertainty quantification of hydrological models. J Hydrol. doi:10.1016/j.jhydrol.2015.09.035

    Google Scholar 

  • Farrel PJ, Stewart KR (2006) Comprehensive study of tests for normality and symmetry: extending the Spiegelhalter test. J Stat Comput Simul 76(9):803–816

    Article  Google Scholar 

  • Fisher NI, Switzer P (1985) Chi-plots for assessing dependence. Biometrika 72(2):253–265

    Article  Google Scholar 

  • Fisher NI, Switzer P (2001) Graphical assessment of dependence: is a picture worth 100 tests? Am Stat 55(3):233–239

    Article  Google Scholar 

  • Genest C, Favre AC (2007) Everything you always wanted to know about copula modeling but were afraid to ask. J Hydrol Eng 12(4):347–368

    Article  Google Scholar 

  • Genest C, Rivest LP (1993) Statistical inference procedure for bivariate Archimedean copulas. J Am Stat Assoc 88:1034–1043

    Article  Google Scholar 

  • Genest C, Rémillard B, Beaudoin D (2009) Goodness-of-fit tests for copulas: a review and a power study. Insur Math Econ 44:199–213

    Article  Google Scholar 

  • Gringorten II (1963) A plotting rule for extreme probability paper. J Geophys Res 68:813–814

    Article  Google Scholar 

  • He H, Tian YQ, Mu X, Zhou J, Li Z, Cheng N, Zhang Q, Keo S, Oeurng C (2015) Confluent flow impacts of flood extremes in the middle Yellow River. Quatern Int. doi:10.1016/j.quaint.2015.01.048

    Google Scholar 

  • Huang K, Dai LM, Yao M, Fan YR, Kong XM (2015a) Modelling dependence between traffic noise and traffic flow through an entropy–copula method. J Environ Inf. doi:10.3808/jei.201500302

    Google Scholar 

  • Huang S, Huang Q, Chang J, Chen Y, Xing L, Xie Y (2015b) Copulas-Based drought evolution characteristics and risk evaluation in a typical arid and semi-arid region. Water Resour Manag 29:1489–1503

    Article  Google Scholar 

  • Kong XM, Huang GH, Fan YR, Li YP (2015) Maximum entropy-Gumbel–Hougaard copula method for simulation of monthly streamflow in Xiangxi river, China. Stoch Environ Res Risk A 29:833–846

    Article  Google Scholar 

  • Ma M, Song S, Ren L, Jiang S, Song J (2013) Multivariate drought characteristics using trivariate Gaussian and Student copula. Hydrol Process 27:1175–1190

    Article  Google Scholar 

  • Ming XD, Xu W, Li Y, Du J, Liu BY, Shi PJ (2015) Quantitative multi-hazard risk assessment with vulnerability surface and hazard joint return period. Stoch Environ Res Risk A 29(1):35–44

    Article  Google Scholar 

  • Nadarajah S (2006) Fisher information for the elliptically symmetric Pearson distributions. Appl Math Comput 178:195–206

    Google Scholar 

  • Qin XS (2012) Assessing environmental risks through fuzzy parameterized probabilistic analysis. Stoch Environ Res Risk A 26(1):43–58

    Article  Google Scholar 

  • Qin XS, Lu Y (2014) Study of climate change impact on flood frequencies: A combined weather generator and hydrological modeling approach. J Hydrometeorol 15(3):1205–1219

    Article  Google Scholar 

  • Reddy JM, Ganguli P (2012) Bivariate flood frequency analysis of upper Godavari river flows using Archimedean copulas. Water Resour Manag 26(14):3995–4018

    Article  Google Scholar 

  • Saad C, El Adlouni S, St-Hilaire A, Gachon P (2015) A nested multivariate copula approach to hydrometeorological simulations of spring floods: the case of the Richelieu River (Quebec, Canada) record flood. Stoch Environ Res Risk A 29(1):275–294

    Article  Google Scholar 

  • Scholz FW, Stephens MA (1987) K-sample Anderson–Darling tests. J Am Stat Assoc 82(399):918–924

    Google Scholar 

  • Shiau JT (2006) Fitting drought duration and severity with two-dimensional copulas. Water Resour Manag 20:795–815

    Article  Google Scholar 

  • Shiau JT, Feng S, Nadarajah S (2007) Assessment of hydrological droughts for the Yellow River, China, using copulas. Hydrol Process 21(16):2157–2163

    Article  Google Scholar 

  • Song J, Xu Z, Liu C, Li H (2007) Ecological and environmental instream flow requirements for the Wei River—the largest tributary of the Yellow River. Hydrol Process 21:1066–1073

    Article  CAS  Google Scholar 

  • Sraj M, Bezak N, Brilly M (2014) Bivariate flood frequency analysis using the copula function: a case study of the Litija station on the Sava River. Hydrol Process. doi:10.1002/hyp.10145

    Google Scholar 

  • Villarini G, Smith JA (2010) Flood peak distributions for the eastern United States. Water Resour Res 46:W06504

    Article  Google Scholar 

  • Wang LZ, Huang YF, Wang L, Wang GQ (2014) Pollutant flushing characterization of stormwater runoff and their correlation with land use in a rapidly urbanizing watershed. J Environ Inf 23(1):37–43

    Article  Google Scholar 

  • Xu YP, Booij MJ, Tong YB (2010) Uncertainty analysis in statistical modeling of extreme hydrological events. Stoch Environ Res Risk A 24(5):567–578

    Article  Google Scholar 

  • Yen BC (1970) Risk analysis in design of engineering projects. J Hydrol Eng 96(4):959–966

    Google Scholar 

  • Yu S, Lin X (1996) Abrupt change of drought/flood for the last 522 years in the middle reaches of yellow. Quatern J Appl Meteorol 7(1):89–95

    Google Scholar 

  • Yu JJ, Qin XS, Larsen O (2014) Comparison between response surface models and artificial neural networks in hydrologic forecasting. J Hydrol Eng 19(3):473–481

    Article  Google Scholar 

  • Yu JJ, Qin XS, Larsen O (2015) Uncertainty analysis of flood inundation modelling using GLUE with surrogate models in stochastic sampling. Hydrol Process 29(6):1267–1279

    Article  Google Scholar 

  • Yue S (2001) A bivariate gamma distribution for use in multivariate flood frequency analysis. Hydrol Process 15(6):1033–1045

    Article  Google Scholar 

  • Zhang L, Singh VP (2006) Bivariate flood frequency analysis using the copula method. J Hydrol Eng 11:150–164

    Article  Google Scholar 

  • Zhang L, Singh VP (2012) Bivariate rainfall and runoff analysis using entropy and copula theories. Entropy 14:1784–1812

    Article  Google Scholar 

  • Zhang Q, Zhao J (2006) Causes of floods in past fifty years in Weihe River basin and their control measures (In Chinese. J Desert Res 26(1):117–121

    Google Scholar 

  • Zhang H, Chen Y, Ren G (2008a) The characteristics of precipitation variation of Wei River Basin in Shaanxi Province during recent 50 years. Agric Res Arid Areas 26(4):236–242 (In Chinese)

    Google Scholar 

  • Zhang JX, Ma XY, Zhao WJ (2008b) The changing trends of drought in the Loess Plateau and Grey-Markov chain prediction model. Agric Res Arid Areas 26(3):1–6 (In Chinese)

    Google Scholar 

  • Zhang Q, Xiao MZ, Singh VP, Chen XH (2013) Copula-based risk evaluation of hydrological droughts in the East River basin, China. Stoch Environ Res Risk A 27(6):1397–1406

    Article  Google Scholar 

  • Zuo DP, Xu ZX, Wu W, Zhao J, Zhao FF (2014) Identification of streamflow response to climate change and human activities in the Wei River basin, China. Water Resour Manag 28(3):833–851

    Article  Google Scholar 

Download references

Acknowledgments

This research was supported by the Natural Sciences Foundation (51190095) and the Fundamental Research Funds for the Central Universities. The authors deeply appreciate the anonymous reviewers for their insightful comments and suggestions which contributed much to improving the manuscript.

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Ye Xu.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Xu, Y., Huang, G. & Fan, Y. Multivariate flood risk analysis for Wei River. Stoch Environ Res Risk Assess 31, 225–242 (2017). https://doi.org/10.1007/s00477-015-1196-0

Download citation

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s00477-015-1196-0

Keywords