期刊文献+

海水入侵三维含水层渗透系数的BP网络逆反分析

Inverse back analysis of 3-D aquifer parameters of sea water intrusion by BP artificial neural network
原文传递
导出
摘要 为研究复杂地质体海水入侵渗透系数的不确定性,将非线性动力学神经网络用于海水入侵的三维含水层参数的逆反分析,建立了基于监测水头值的海水入侵渗透系数直接识别方法.采用正交设计试验方法进行三维数值试验产生代表性的样本数据,通过误差逆传播学习算法建立多层的神经网络模型,表示观测水头和渗透系数隐式的复杂非线性映射关系,通过观测水头信息直接预测含水层渗透系数.该方法可利用现有的海水入侵三维有限元模拟程序.算例表明该法具有良好的分析精度,可满足工程要求. An immediate identifying method was established based on water head values to study the uncertainty characteristic of complex geology permeability coefficient of .salt water intrusion. Nonlinear dynamics of artificial neural network (ANN)was used in inverse back analysis of 3 - D aquifer parameters. Representative samples data was produced by 3 - D numerical simulation using orthogonal design test method. Neural network model mapping the nonlinear relation between monitoring hydraulic heads and parameters of aquifer was constructed by error back propagation arithmetic. Then the permeability coefficients of 3 D aquifer could be identified by ANN model. This method can utilize the large scale sea water intrusion finite element program. Computing samples indicate that the proposed method has good analysis precision and can meet the requirements of engineering designs.
出处 《大连海事大学学报》 EI CAS CSCD 北大核心 2007年第4期105-108,共4页 Journal of Dalian Maritime University
关键词 海水入侵 渗透系数 BP神经网络 逆反分析 sea water intrusion permeability coefficient BP neural network inverse back analysis
  • 相关文献

参考文献5

  • 1TSURUMI N, UTSUGIDA Y, KAWAHARA M. Parameter identification for steady-state groundwater flow[J]. Finite Elements in Analysis and Design, 1995, 20(4) : 233-252.
  • 2李守巨,刘迎曦,孙慧玲.基于蚁群算法的含水层参数识别方法[J].岩土力学,2005,26(7):1049-1052. 被引量:10
  • 3ZULSTRA J, DANE J H. Identification of hydraulic parameters in layered soils based on a quasi-Newton method[J]. Journal of Hydrology, 1996, 181 (1) : 233-250.
  • 4郭海庆,吴中如,张乾飞.渗透系数反演的CHNN模型方法[J].长江科学院院报,2001,18(3):25-28. 被引量:15
  • 5A NUPMA S, DEEPAK K, A SAWA G L. New Moc model of seawater transport in coastal aquifers[J]. Journal of Hydrologic Engineering, 2001, 6 (5) : 382-396.

二级参考文献18

  • 1毛昶熙,李吉庆.土坡渗流整体稳定性分析与控制——渗流作用下土坡稳定分析[J].人民长江,1990,21(12):1-9. 被引量:24
  • 2王颖,谢剑英.一种自适应蚁群算法及其仿真研究[J].系统仿真学报,2002,14(1):31-33. 被引量:232
  • 3EL Harrouni K, Ouazar D, Wrobel L C, et al. Groundwater parameter estimation by optimization and DRBEM[J].Engineering Analysis with Boundary Elements, 1997,19(2): 97- 103.
  • 4Lakshmi Prasad K, Rastogi A K. Estimating net aquifer recharge and zonal hydraulic conductivity values for Mahi Right Bank Canal project area, India by genetic algorithm[J]. Journal of Hydrology, 2001, 243(3): 149-161.
  • 5Hong Yoon-Seok, Rosen Michael R. Identification of an urban fractured-rock aquifer dynamics using an evolutionary self-organizing modeling[J]. Journal of Hydrology, 2002, 259 (1): 89-104.
  • 6Zio E. Approaching the inverse problem of parameter estimation in groundwater models by means of artificial neural networks[J]. Progress in Nuclear Energy, 1997,31(3): 303-315.
  • 7Giacobbo F, Marseguerra M, Zio E. Solving the inverse problem of parameter estimation by genetic algorithms:the case of a groundwater contaminant transport model[J].Annals of Nuclear Energy, 2002, 29(8): 967-981.
  • 8Tsurumi N, Utsugida Y, Kawahara M. Parameter identification for steady-state groundwater flow[J].Finite Elements in Analysis and Design, 1995, 20(4):233 -252.
  • 9Mayer Alex S, Huang Changlin. Development and application of a coupled-process parameter inversion model based on the maximum likelihood estimation method[J]. Advances in Water Resources, 1999, 22(8):841 -853.
  • 10Marseguerra Marzio, Patelli Edoardo, Zio Enrico.Groundwater contaminant transport in presence of colloids I: a stochastic nonlinear model and parameter identification[J]. Annals of Nuclear Energy, 2001, 28(8):777-803.

共引文献22

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