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基于不同渗流方程的岩溶隧道涌突水过程模拟
引用本文:陈国庆,李天斌,范占锋,杨成祥. 基于不同渗流方程的岩溶隧道涌突水过程模拟[J]. 水文地质工程地质, 2011, 38(4): 8-13
作者姓名:陈国庆  李天斌  范占锋  杨成祥
作者单位:成都理工大学地质灾害防治与地质环境保护国家重点实验室;中铁西南科学研究院有限公司;东北大学资源与土木工程学院;
基金项目:地质灾害防治与地质环境保护国家重点实验室团队重点课题(SKLGP2009Z002); 国家自然科学基金项目(41002110)
摘    要:岩溶隧道开挖过程中突水发生机制复杂,本文以Darcy定律、Brinkman方程及Navier-Stokes(N-S)等渗流方程为基础,应用多场耦合数值分析工具,在计算模型中耦合Darcy流、Brinkman和N-S等不同的渗流控制方程,将深部含水层、隧道开挖破碎带和隧道临空面整个突水水流路径相连接,实现突水流动的全过程模拟。明月山隧道突水算例表明,在开挖扰动作用下,地下水沿节理裂隙流动导致隧道突水;单一裂隙水流速和水压较大,而多管道溶隙具有分流分压作用;隧道与断层呈小角度相交时流速较小,断层能起到截水的作用,而呈大角度相交时,断层不仅有导水的作用,更加剧了突水的流通。

关 键 词:岩溶隧道   涌突水   渗流方程   数值模拟

A study of the process simulation of water burst in a karst tunnel based on different seepage equations
CHEN Guo-qing,LI Tian-bin,FAN Zhan-feng,YANG Cheng-xiang. A study of the process simulation of water burst in a karst tunnel based on different seepage equations[J]. Hydrogeology and Engineering Geology, 2011, 38(4): 8-13
Authors:CHEN Guo-qing  LI Tian-bin  FAN Zhan-feng  YANG Cheng-xiang
Affiliation:1.State Key Laboratory of Geohazard Prevention & Geoenvironment Protection, Chengdu University of Technology,Chengdu 610059,China; 2.Southwest China Railway Institute of Science and Technology Co.Ltd.,Chengdu 610031,China; 3.School of Resources and Civil Engineering,Northeastern University,Shenyang 110004,China
Abstract:The mechanism of water burst in karst tunnel excavation is complex.Based on Darcy's law,Brinkman equation and Navier-Stokes(N-S) equations,multi-coupling software is used to simulate water burst process in this paper.Deep aquifer can be expressed using Darcy's law,the broken zone of excavation is expressed using Brinkman equation and free face of the tunnel is expressed using N-S equations in a karst tunnel.Taken the Mingyueshan tunnel as an example,the results show that single fracture flow is small,but th...
Keywords:karst tunnel  water burst  seepage equation  numerical simulation  
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