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大朝山水电站尾水岔管设计算参数的敏感性分析
引用本文:黄和法,杨耀红.大朝山水电站尾水岔管设计算参数的敏感性分析[J].华北水利水电学院学报,1999,20(4):21-25.
作者姓名:黄和法  杨耀红
作者单位:华北水利水电学院土木系!河南郑州,450045,华北水利水电学院土木系!河南郑州,450045,华北水利水电学院土木系!河南郑州,450045,华北水利水电学院土木系!河南郑州,450045
基金项目:水利部北京勘测设计研究院基金
摘    要:利用三维有限元方法分析计算了大朝山水电站尾水岔管在各种工况下的应力和变形,分析了计算参数围岩弹模和外水压力折减系数的变化对围岩和岔管衬砌应力、变形和截面配筋的影响. 为工程设计和运行管理提供了理论依据

关 键 词:尾水岔管  三维有限元  围岩弹模  外水压力折减系数  敏感性分析

Sensibility analysis of dachaoshan power station tailwater bifurcated pipe design parameters
HUANG He-fa,YANG Yao-hong,XIAO Xiao-chun,ZHANG Jing-jian.Sensibility analysis of dachaoshan power station tailwater bifurcated pipe design parameters[J].Journal of North China Institute of Water Conservancy and Hydroelectric Power,1999,20(4):21-25.
Authors:HUANG He-fa  YANG Yao-hong  XIAO Xiao-chun  ZHANG Jing-jian
Affiliation:North China Institute of Water Conservancy and Hydroelectric Power Zhengzhou 450045
Abstract:The stress and deformation characters of Dachaoshan tailwater bifurcated pipe under different working conditions are analysed by means of three dimensional finite element method, and the effects on stress, deformation of pipe line and section reinforcement ratio with the change of caculation parameters, the rock mass defermation modulus and external water pressure discount coefficients is caculated. The figures of analysis offer theory reference for project design and management.
Keywords:tailwater bifurcation  three dimensional finite element  defermation modulus of rock mass  external water pressure discount coefficient  sensibility analysis  
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