Abstract

Seasonal design floods reflecting seasonal variation information are very important for reservoir operation and management. The seasonal design flood estimation method currently used in China is based on univariate frequency analysis and assumes that the seasonal and annual design frequencies are equal, which neither satisfies flood prevention standards nor considers the interdependence between different seasonal floods. The Danjiangkou reservoir located in the Han River basin, the first pilot basin of most regulated water resources management policy in China, was selected as a case study. After dividing the entire flood season into subseasons, a dependent structure of summer and autumn floods was established by copula functions. Three bivariate flood quantile selection methods, namely the equivalent frequency combination (EFC) method, conditional expectation combination (CEC) method, and conditional most likely combination (CMLC) method, were performed to estimate unique seasonal design floods to meet the needs in engineering and compared with the univariate design values. The evaluation criteria and a boundary identification method were used to assess the rationality of these combination methods. Compared with the CEC and EFC methods, the CMLC method has smaller root-mean square error (RMSE) and bias values by 12.9–34.8% and 22.6–36.4%, respectively. The CMLC and EFC methods are within the feasible regions, whereas the CEC estimators are beyond the feasible range. The results of economic analysis show that the CMLC method can enhance the floodwater use rate from 79.7 to 82.8% for the wet year and from 91.8 to 93.7% for the dry year in comparison with the EFC method. The CMLC method is more rational in physical realism and recommended for estimating seasonal design floods in the Danjiangkou reservoir, which would provide rich information as references for flood risk assessment, reservoir scheduling, and management.

Get full access to this article

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

Acknowledgments

This study was financially supported by the National Key Research and Development Plan of China (2016YFC0402206) and the National Natural Science Foundation of China (51539009 and 51579183). We are very grateful to the editor and two anonymous reviewers for their valuable comments and constructive suggestions that helped us to greatly improve the manuscript.

References

Ahn, K. H., and Merwade, V. (2017). “The effect of land cover change on duration and severity of high and low flows.” Hydrol. Process., 31(1), 133–149.
Ahn, K. H., and Palmer, R. N. (2016). “Use of a nonstationary copula to predict future bivariate low flow frequency in the Connecticut River basin.” Hydrol. Process., 30(19), 3518–3532.
Beurton, S., and Thieken, A. H. (2009). “Seasonality of floods in Germany.” Hydrol. Sci. J., 54(1), 62–76.
Black, A. R., and Werritty, A. (1997). “Seasonality of flooding: A case study of North Britain.” J. Hydrol., 195(1–4),1–25.
Bray, S. N., and McCuen, R. H. (2014). “Importance of the assumption of independence or dependence among multiple flood sources.” J. Hydrol. Eng., 1194–1202.
Chebana, F., and Ouarda, T. B. M. J. (2009). “Index flood-based multivariate regional frequency analysis.” Water Resour. Res., 45, W10435.
Chebana, F., and Ouarda, T. B. M. J. (2011). “Multivariate quantiles in hydrological frequency analysis.” Environmetrics, 22(1), 63–78.
Chen, L., Guo, S., Yan, B., Liu, P., and Fang, B. (2010). “A new seasonal design flood method based on bivariate joint distribution of flood magnitude and date of occurrence.” Hydrol. Sci. J., 55(8), 1264–1280.
Chen, L., Singh, V. P., and Guo, S. (2013). “Measure of correlation between river flows using the copula-entropy method.” J. Hydrol. Eng., 1591–1606.
Chen, L., Singh, V. P., Guo, S., Fang, B., and Liu, P. (2013). “A new method for identification of flood seasons using directional statistics.” Hydrol. Sci. J., 58(1), 28–40.
Chen, L., Singh, V. P., Guo, S., Zhou, J., Zhang, J., and Liu, P. (2015). “An objective method for partitioning the entire flood season into multiple sub-seasons.” J. Hydrol., 528, 621–630.
Cunderlik, J. M., Ouarda, T. B. M. J., and Bobée, B. (2004a). “Determination of flood seasonality from hydrological records.” Hydrol. Sci. J., 49(3), 511–526.
Cunderlik, J. M., Ouarda, T. B. M. J., and Bobée, B. (2004b). “On the objective identification of flood seasons.” Water Resour. Res., 40(1), W01520.
De Michele, C., and Salvadori, G. (2003). “A generalized Pareto intensity-duration model of storm rainfall exploiting 2-copulas.” J. Geophys. Res., 108(D2), 4067.
De Michele, C., Salvadori, G., Canossi, M., Petaccia, A., and Rosso, R. (2005). “Bivariate statistical approach to check adequacy of dam spillway.” J. Hydrol. Eng., 50–57.
De Michele, C., Salvadori, G., Vezzoli, R., and Pecora, S. (2013). “Multivariate assessment of droughts: Frequency analysis and dynamic return period.” Water Resour. Res., 49(10), 6985–6994.
Durante, F., and Sempi, C. (2015). Principles of copula theory, CRC Press/Chapman & Hall, Boca Raton, FL.
Favre, A. C., El Adlouni, S., Perreault, L., Thiémonge, N., and Bobée, B. (2004). “Multivariate hydrological frequency analysis using copulas.” Water Resour. Res., 40(1), W01101.
Fisher, N. I., and Switzer, P. (1985). “Chi-plots for assessing assessing dependence.” Biometrika, 72(2), 253–265.
Genest, C., and Boies, J.-C. (2003). “Testing dependence with Kendall plots.” Am. Statistician, 57(4), 275–284.
Genest, C., and Favre, A. (2007). “Everything you always wanted to know about copula modeling but were afraid to ask.” J. Hydrol. Eng., 347–368.
Goel, N. K., Kurothe, R. S., Mathur, B. S., and Vogel, R. M. (2000). “A derived flood frequency distribution for correlated rainfall intensity and duration.” J. Hydrol., 228(1–2), 56–67.
Gräler, B., et al. (2013). “Multivariate return periods in hydrology: A critical and practical review focusing on synthetic design hydrograph estimation.” Hydrol. Earth Syst. Sci., 17(4), 1281–1296.
Jiang, H., Yu, Z., and Mo, C. (2015). “Reservoir flood season segmentation and optimal operation of flood-limiting water levels.” J. Hydrol. Eng., 05014035.
Joe, H. (2014). “Dependence modeling with copulas.” CRC monographs on statistics & applied probability, Chapman & Hall, London.
Kojadinovic, I., Yan, J., and Holmes, M. (2011). “Fast large-sample goodness-of-fit tests for copulas.” Statistica Sinica. 21(2), 841–871.
Kwon, H. H., and Lall, U. (2016). “A copula-based nonstationary frequency analysis for the 2012-2015 drought in California.” Water Resour. Res., 52(7), 5662–5675.
Li, T., Guo, S., Chen, L., and Guo, J. (2013). “Bivariate flood frequency analysis with historical information based on copula.” J. Hydrol. Eng., 1018–1030.
Li, T., Guo, S., Liu, Z., Xiong, L., and Yin, J. (2016). “Bivariate design flood quantile selection using copulas.” Hydrol. Res., 48(4), 997–1013.
Liu, P., et al. (2015). “Optimal design of seasonal flood limited water levels and its application for the Three Gorges Reservoir.” J. Hydrol., 527, 1045–1053.
Liu, P., Guo, S., Xiong, L., and Chen, L. (2010). “Flood season segmentation based on the probability change-point analysis technique.” Hydrol. Sci. J., 55(4), 540–554.
Mediero, L., Jiménez-Álvarez, A., and Garrote, L. (2010). “Design flood hydrographs from the relationship between flood peak and volume.” Hydrol. Earth Syst. Sci., 14(12), 2495–2505.
MWR (Ministry of Water Resources). (2006). Regulations for calculating design flood of water resources and hydropower projects, Water Resources and Hydropower Press, Beijing (in Chinese).
Nelsen, R. (2006). An introduction to copulas, 2nd Ed., Springer, New York.
Ngo, L. L., Madsen, H., and Rosbjerg, D. (2007). “Simulation and optimization modelling approach for operation of the Hoa Binh reservoir, Vietnam.” J. Hydrol., 336(3–4), 269–281.
Ouyang, S., Zhou, J., Li, C., Liao, X., and Wang, H. (2015). “Optimal design for flood limit water level of cascade reservoirs.” Water Resour. Manage., 29(2), 445–457.
Özban, A. (2004). “Some new variants of Newton’s method.” Appl. Math Lett., 17(6), 677–682.
Rajsekhar, D., Singh, V. P., and Mishra, A. K. (2014). “Hydrologic drought atlas for Texas.” J. Hydrol. Eng., 05014023.
Requena, A. I., Mediero, L., and Garrote, L. (2013). “A bivariate return period based on copulas for hydrologic dam design: Accounting for reservoir routing in risk estimation.” Hydrol. Earth Syst. Sci., 17(8), 3023–3038.
Salvadori, G., and De Michele, C. (2004). “Frequency analysis via copulas: Theoretical aspects and applications to hydrological events.” Water Resour. Res., 40(12), 1–17.
Salvadori, G., De Michele, C., and Durante, F. (2011). “Multivariate design via copulas.” Hydrol. Earth Syst. Sc. Discuss., 8(3), 5523–5558.
Salvadori, G., De Michele, C., Kottegoda, N., and Rosso, R. (2007). Extremes in nature. An approach using copulas, Vol. 56, Springer, Dordrecht, Netherlands.
Salvadori, G., Durante, F., De Michele, C., Bernardi, M., and Petrella, L. (2016). “A multivariate copula-based framework for dealing with hazard scenarios and failure probabilities.” Water Resour. Res., 52(5), 3701–3721.
Sarhadi, A., Burn, D. H., Concepción Ausín, M., and Wiper, M. P. (2016). “Time varying nonstationary multivariate risk analysis using a dynamic Bayesian copula.” Water Resour. Res., 52(3), 2327–2349.
Shao, J. (2003). Mathematical statistics, 2nd Ed., Springer, New York.
Sherly, M. A., Karmakar, S., Chan, T., and Rau, C. (2015). “Design rainfall framework using multivariate parametric-nonparametric approach.” J. Hydrol. Eng., 04015049.
Shiau, J. T. (2006). “Fitting drought duration and severity with two-dimensional copulas.” Water Resour. Manage., 20(5), 795–815.
Shiau, J. T., Wang, H., and Tsai, C. (2006). “Bivariate frequency analysis of floods using copulas.” J. Am. Water Resour. Asssoc., 42(6), 1549–1564.
Singh, V. P., Wang, S. X., and Zhang, L. (2005). “Frequency analysis of nonidentically distributed hydrologic flood data.” J. Hydrol., 307(1–4), 175–195.
Sklar, A. (1959). “Fonctions de répartition à n dimensions et leurs marges.” Publications de l’Institut de Statistique de L’Université Paris, 8, 229–231.
Srinivas, V. V., Tripathi, S., Rao, A. R., and Govindaraju, R. S. (2008). “Regional flood frequency analysis by combining self-organizing feature map and fuzzy clustering.” J. Hydrol., 348(1–2), 148–166.
Tan, Q. F., et al. (2017). “The dynamic control bound of flood limited water level considering capacity compensation regulation and flood spatial pattern uncertainty.” Water Resour. Manage., 31(1), 143–158.
USACE (U.S. Army Corps of Engineers). (1998). HEC-5: Simulation of flood control and conservation systems, Hydrologic Engineering Center, Davis, CA.
Volpi, E., and Fiori, A. (2012). “Design event selection in bivariate hydrological frequency analysis.” Hydrol. Sci. J., 57(8), 1506–1515.
Volpi, E., and Fiori, A. (2014). “Hydraulic structures subject to bivariate hydrological loads: Return period, design, and risk assessment.” Water Resour. Res., 50(2), 885–897.
WCD (World Commission on Dams). (2000). Dams and development: A new framework for decision-making, Earthscan Publications, London.
Xiao, Y., Guo, S., Liu, P., Yan, B., and Chen, L. (2009). “Design flood hydrograph based on multi-characteristic synthesis index method.” J. Hydrol. Eng., 1359–1364.
Xu, C., Yin, J., Guo, S., Liu, Z., and Hong, X. (2016). “Deriving design flood hydrograph based on conditional distribution: A case study of Danjiangkou Reservoir in Hanjiang Basin.” Math. Probl. Eng., 2016(11), 1–16.
Yang, G., Guo, S., Li, L., Hong, X., and Wang, L. (2016). “Multi-objective operating rules for Danjiangkou Reservoir under climate change.” Water Resour. Manage., 30(3), 1183–1202.
Yoon, Y., Beighley, E., Lee, H., Pavelsky, T., and Allen, G. (2016). “Estimating flood discharges in reservoir-regulated river basins by integrating synthetic SWOT satellite observations and hydrologic modeling.” J. Hydrol. Eng., 05015030.
Yue, S., Ouarda, T. B. M. J., Bobée, B., Legendre, P., and Bruneau, P. (2002). “Approach for describing statistical properties of flood hydrograph.” J. Hydrol. Eng., 147–153.
Zhang, L., and Singh, V. P. (2006). “Bivariate flood frequency analysis using the copula method.” J. Hydrol. Eng., 150–164.
Zhang, Q., Xiao, M., Singh, V. P., and Li, J. (2012). “Regionalization and spatial changing properties of droughts across the Pearl River basin, China.” J. Hydrol., 472(24), 355–366.
Zhang, W., Wu, Y., Wang, W., and Xing, W. (2016). “Characterizing the seasonal changing patterns of hydrological variables in the East River, Southern China.” J. Hydrol. Eng., 05016031.
Zhou, Y., and Guo, S. (2013). “Incorporating ecological requirement into multipurpose reservoir operating rule curves for adaptation to climate change.” J. Hydrol., 498(12), 153–164.

Information & Authors

Information

Published In

Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 22Issue 12December 2017

History

Received: Apr 10, 2017
Accepted: Jun 13, 2017
Published online: Oct 14, 2017
Published in print: Dec 1, 2017
Discussion open until: Mar 14, 2018

Permissions

Request permissions for this article.

Authors

Affiliations

Ph.D. Candidate, State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan Univ., Wuhan 430072, China. E-mail: [email protected]
Shenglian Guo [email protected]
Professor, State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan Univ., Wuhan 430072, China (corresponding author). E-mail: [email protected]
Zhangjun Liu [email protected]
Ph.D. Candidate, State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan Univ., Wuhan 430072, China. E-mail: [email protected]
Kebing Chen [email protected]
Ph.D. Candidate, State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan Univ., Wuhan 430072, China. E-mail: [email protected]
Fi-John Chang [email protected]
Professor, Dept. of Bioenvironmental Systems Engineering, National Taiwan Univ., Taipei 10617, Taiwan, ROC. E-mail: [email protected]
Ph.D. Candidate, State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan Univ., Wuhan 430072, 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