期刊文献+

基于傅里叶级数频率分解的汇流参数确定方法初探 被引量:2

Estimation of Concentration Parameters Based on Frequency Decomposition of Fourier Series
下载PDF
导出
摘要 采用傅里叶级数频率分解特性将总径流包含的3种不同频率水源分离,构建了不同水源间参数独立且和频率相关的目标函数,通过理想模型的实例分析验证了该方法的可行性。结果表明,该方法信息量增加,实现了汇流参数分层分频率定,解决了汇流参数率定的局部优值、率定结果不稳定和不合理问题。 Frequency decomposition of Fourier series is applied to separate three kinds of runoff components with different flow frequency.Then the objective functions for different flow frequency and independent parameters are established.In order to prove the feasibility of the method,theoretic derivation and application analysis are conducted by using ideal model.The results demonstrate that the proposed method can increase amount of information,and it realizes that concentration parameters can be calibrated hierarchically.Thus,it solves the problem of concentration parameters calibration,such as local optimum,instability and unreasonable results.
出处 《水电能源科学》 北大核心 2011年第2期7-9,16,共4页 Water Resources and Power
基金 "十一五"科技支撑计划课题基金资助项目(2006BAC05B02) 国家自然科学基金资助项目(50679024) 河海大学水文水资源与水利工程科学国家重点实验室开放研究基金资助项目(2005406411) 教育部长江学者和创新团队发展计划基金资助项目(IRT0717)
关键词 参数率定 傅里叶级数 出流频率 降维分解 parameter calibration Fourier series flow frequency dimension reduction decomposition
  • 相关文献

参考文献7

  • 1王佩兰,赵人俊.新安江模型(三水源)参数的客观优选方法[J].河海大学学报(自然科学版),1989,17(4):65-69. 被引量:39
  • 2赵人俊 王佩兰.新安江模型参数的分析.水文,1988,18(6):2-8.
  • 3包为民.新安江模型参数的自动率定[J].河海大学学报,1986,(4).
  • 4Dawdy D R, Donnel T O. Mathematical Models of Catchments Behavior [J]. American Society of Civil Engineers Proceedings, 1965, 91(4) : 123-137.
  • 5Diskin M H, Simon E. A Procedure for the Selection of Objective Functions for Hydrologie Simula tion Models [J].Journal of Hydrology, 1977, 34:129-149.
  • 6Cheng C T, Zhao MY, Chau KW, et al. Using Genetic Algorithm and TOPSIS for Xinanjiang Model Calibration with a Single procedure[J]. Journal of Hydrology, 2006, 316: 129-140.
  • 7Yapo P O, Gupta H V, Sorooshian S. Multi-objective Global Optimization for Hydrologic Models [J]. Journal of Hydrology, 1998, 204:83-97.

二级参考文献3

  • 1赵人俊,王佩兰.新安江模型参数的分析[J]水文,1988(06).
  • 2王佩兰.水源划分对非线性汇流的影响[J]河海大学学报,1986(04).
  • 3赵人俊,王厥谋.论滞后演算法[J]水文,1983(05).

共引文献90

同被引文献43

  • 1包为民,林跃,黄贤庆,瞿思敏,赵超.水库入库河段洪水汇流参数抗差估计研究[J].武汉大学学报(工学版),2004,37(6):13-16. 被引量:7
  • 2赵超,包为民,王叶琴,王浩,张阳.河段汇流参数抗差估计研究[J].河海大学学报(自然科学版),2006,34(1):14-17. 被引量:7
  • 3包为民,王浩,赵超,闻珺.AR模型参数的抗差估计研究[J].河海大学学报(自然科学版),2006,34(3):258-261. 被引量:16
  • 4包为民.新安江模型参数的自动率定[J].河海大学学报,1986,(4).
  • 5Burke J V, Ferris M C. A Gauss-Newton method for convex composite optimization. Math Program, 1995, 71:179-194.
  • 6Rosenbrock H H. An automatic method of finding the greatest of least value of a Function. The Comp J, 1960, 3:303-307.
  • 7Powell M J D. An efficient method for finding the minimum of a function of several variables without calculating derivatives. The Comp J, 1964, 7:155-162.
  • 8Pickup G. Testing the efficiency of algorithms and strategies for automatic calibration of rainfall-runoff models. Hydrol Sci Bull, 1977, 22:257-274.
  • 9Sorooshian S, Brazil E L. Comparison of Newton-type and direct search algorithms for calibration of conceptual rainfall-runoff models. Water Resour Res, 1988, 24:691-700.
  • 10Hofmann B. On the degree of ill-posedness for nonlinear problems. J Inverse and Ⅲ-posed Prob, 1994, 2:61-76.

引证文献2

二级引证文献18

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