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考虑温度影响的岩体裂隙网络稳定渗流场数值分析
引用本文:许增光 柴军瑞. 考虑温度影响的岩体裂隙网络稳定渗流场数值分析[J]. 西安石油大学学报(自然科学版), 2007, 22(2): 169-172
作者姓名:许增光 柴军瑞
作者单位:西安理工大学水利水电学院,西安理工大学水利水电学院 陕西西安710048,陕西西安710048三峡大学土木水电学院,湖北宜昌443002
基金项目:国家自然科学基金委员会、二滩水电开发有限责任公司雅砻江水电开发联合研究基金项目(编号:50579092),教育部“新世纪优秀人才支持计划”资助项目(2005),湖北省青年杰出人才基金项目(编号:2004ABB012),三峡大学湖北省“楚天学者计划”特聘教授资助项目(编号:603108),三峡大学科技创新团队资助项目(编号:603402)
摘    要:在岩体裂隙网络二维稳定渗流数学模型的基础之上,引入温度对渗透系数的影响,进而影响渗流场中的水头分布.编写了相应程序计算渗流场中各节点水头值,最后通过工程算例进行了验证分析结果表明:温度高的区域渗透系数偏大,考虑温度对渗透系数影响,能更加准确的反映裂隙岩体中的水头分布状况,所得出的渗流场水头值和总渗流量比不考虑温度影响时的值偏高.

关 键 词:裂隙网络  岩体  渗流场  温度场  数值分析
修稿时间:2006-12-01

Numerical analysis of the steady seepage field in fractured network rock mass considering the effect of temperature
XU Zeng-guang,CHAI Jun-rui. Numerical analysis of the steady seepage field in fractured network rock mass considering the effect of temperature[J]. Journal of Xian Shiyou University, 2007, 22(2): 169-172
Authors:XU Zeng-guang  CHAI Jun-rui
Affiliation:XU Zeng-guang1,CHAI Jun-rui1,2
Abstract:Based on the mathematic model of the 2D steady seepage field in fractured network rock mass,the effect of temperature on permeability coefficient is considered,and then the water head distribution in the seepage field is obtained.The corresponding program for calculating the water head values at all the nodes is compiled.An engineering case is presented for validating the water head distribution calculating program.It is shown that,the permeability coefficient in higher temperature area is greater than that in lower temperature area,to consider the effect of temperature on the permeability coefficient can more accurately reflect the water head distribution in the rock mass;the water head values considering the effect of temperature are generally higher than those no considering the effect of temperature.
Keywords:fractured network  rock mass  seepage filed  temperature  numerical analysis
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