Seite - 273 - in Book of Full Papers - Symposium Hydro Engineering

F. K. Flood frequency analysis for nonstationary annual peak records in an urban drainage basin. Advances in Water Resources. 2009,32: 1255-1266. [11] GAO J. Analysis on flood safety of cascade reservoir based on design flood. Water power.2016,42(9): 93-98.(in Chinese) [12] STASINOPOULOS D. M., RIGBY R. A. Generalized Additive Models for Location Scale and Shape (GAMLSS) in R. Journal of Statistical Software. 2007,23(7): 1-46. [13] STASINOPOULOS M., RIGBY B., VOUDOURIS V., HELLER G., FERNANDA D. B. Flexible Regression and Smoothing the GAMLSS packages in R. 2015,7,23. [14] STRUPCZEWSKI W. G., FELUCH W. W. System of identification of an optimum flood frequency model with time dependent parameters(IDT). Integrated approach to environmental data management systems. Edited by Nilgum B. Harmancioglu, M. Necdet Alpaslan, Sevinc D. Ozkul and Vijay P. Singh. Springer Netherlands,1997. 31: 291-300. [15] YE C. Q., CHEN X. H., ZHANG J. M., ZHANG L. J., ZHU A. P. Comparative study on non-stationary flood frequency analysis in different backgrounds of changing environment. Journal of hydroelectric engineering. 2014, 33(3): 1-9.(in Chinese) [16] FAN Z. W., JIANG S. H. Application of tolerance risk analysis method in decision-making of flood prevention. SHUILI XUEBAO. 2005,36(5): 618-623. (in Chinese) 273