期刊文献+

单目标与多目标的全局优化算法在新安江模型参数率定中的耦合应用研究 被引量:8

Application of coupling global optimization of single-objective algorithm with multi-objective algorithm to calibration of Xinanjiang model parameters
原文传递
导出
摘要 基于已有的研究成果,对利用SCE-UA算法优化新安江模型参数做了一些相关研究,发现目标函数的选取、参数的优化范围以及资料的长度均会对算法最终的寻优结果产生一定的影响,并且异参同效等原因使得最优解并不能稳定唯一。本文选择了呈村,胡乐,东湾等流域作为研究流域,旨在通过"降维"的思想经验性地固定一些参数,以期能使寻优结果稳定,得到唯一的最优解;此外,将多目标优化算法NSGAII应用到新安江模型参数优化中,并对其优化结果做了一些必要的讨论与分析。最后,在利用SCE-UA优化全部参数得到多组参数解的基础上,将两种算法耦合,提出以Pareto前沿确定的径流流量预报区间作为实测流量过程线之外衡量SCE-UA参数解可靠性的又一标准,提出以"不可靠度"量化这一标准,以期能够从中选取一组参数解供实际使用。 This paper presents a study on application of SCE-UA algorithm to optimization of the Xinanjiang model parameters based on the previous studies. We reveal that the optimized solution depends on objective function, parameters range, and data series length, and that the existence of equifinality makes the solution unstable and hence the optimized parameter values not unique. This study selected the basins of Chencun, HuLe and Dongwan as the study area and tried to fix some parameters by reducing dimension and using empirical knowledge, so as to stablize the optimal results and obtain a unique solution. Then, a multi- objective optimization algorithm NSGAII was applied to calibration of the Xinanjiang model. The optimization results are analyzed and discussed in this paper. Finally, we combined these two algorithms based on the SCE- UA solutions obtained and put forward another standard for measuring the reliability of SCE-UA parameter solutions. As an alternative to the prediction interval determined by Pareto front, this new standard, called ' unreliable criterion' , should provide a group of parameters applicable to practical modeling.
出处 《水力发电学报》 EI CSCD 北大核心 2013年第5期6-12,25,共8页 Journal of Hydroelectric Engineering
基金 国家自然科学基金资助项目(41130639 51179045 41101017) 水利部公益项目(201301068)
关键词 水文学 参数率定 算法耦合 SCE-UA算法 NSGAII算法 hydrology parameter calibration algorithm coupling SCE-UA algorithm NSGAII algorithm
  • 相关文献

参考文献9

  • 1赵人俊.流域水文模拟[M].北京:水利电力出版社,1984.106-130.
  • 2V. P. Singh, Computer Model of Watershed Hydrological. Littleton and Colorado : Kluwer Academic, 1996.
  • 3Duan. Q,S. Sorooshian,V. K. Gupta. Optimal use of the SCE-UA global optimization method for calibrating watershed models [ J ]. Journal of Hydrology, 1994,158:265-284.
  • 4Diskin,MH, Simon, E. A procedure for the selection of objective functions for hydrologic simulation models [ J]. Journal of Hydrology, 1977,34 ( 1-2 ) : 129-149.
  • 5熊立华,盖永岗,陈小兰,万民.不同目标函数下水文模拟结果的综合[J].武汉大学学报(工学版),2009,42(2):143-146. 被引量:3
  • 6Deb K, Pratap A, Agrawal S, et al. A fast and elitist multi-objective genetic algorithm : NSGA-II [ J]. IEEE Trans Evol Comput,2002, 6(2) :182-197.
  • 7Madsen H. Automatic calibration of a conceptual rainfall-runoff model using multiple objectives [ J ]. Journal of Hydrology,2000,235 : 276 -288.
  • 8Yapo P O, Gupta H V, Sorooshian S. Multi-Objective global optimization for hydrological models [ J ]. Journal of Hydrology, 1998, 204:83-97.
  • 9张刚,解建仓,罗军刚.基于免疫克隆选择算法的新安江模型参数率定[J].水力发电学报,2011,30(4):6-13. 被引量:8

二级参考文献16

  • 1李致家,周轶,哈布.哈其.新安江模型参数全局优化研究[J].河海大学学报(自然科学版),2004,32(4):376-379. 被引量:35
  • 2武新宇,程春田,赵鸣雁.基于并行遗传算法的新安江模型参数优化率定方法[J].水利学报,2004,35(11):85-90. 被引量:45
  • 3熊立华,郭生练,叶凌云.自适应神经模糊推理系统(ANFIS)在水文模型综合中的应用[J].水文,2006,26(1):38-41. 被引量:14
  • 4江燕,胡铁松,桂发亮,武夏宁,曾志炫.粒子群算法在新安江模型参数优选中的应用[J].武汉大学学报(工学版),2006,39(4):14-17. 被引量:23
  • 5Oudin L, Andreassian V, Mathevet T, et al. Dynamic averaging of rainfall-runoff model simulation from complementary model parameterizations [J]. Water Resources Research, 2006, 42 (7): W07410, doi: 10. 1029/2005WR004636.
  • 6Shamseldin A Y, O'Connor K M, Liang G G. Meth ods for combining the outputs of different rainfall-run off models[J].Journal of Hydrology, 1997, 197 (1- 4) :203-229.
  • 7Xiong L, Shamseldin A Y, O'Connor K M. A nonlinear combination of the forecasts of rainfall-runoff models by the first-order Takagi-Sugeno system [J]. Journal of Hydrology, 2001,245(1-4) : 196-217.
  • 8Jang J S R. ANFIS: adaptive-network-based fuzzy inference system [J]. IEEE Transactions on Systems, Man and Cybernetics, 1993,23 (3):665-683.
  • 9Diskin M H, Simon E. A procedure for the selection of objective functions for hydrologic simulation models [J]. Journal of Hydrology, 1977,34(1-2):129-149.
  • 10Green I R A, Stephenson D. Criteria for comparison of single event models [J]. Hydrological Sciences Journal, 1986,31(3) :395-411.

共引文献116

同被引文献176

引证文献8

二级引证文献28

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部