首页|海螺沟共和村2号隧道涌水量预测及验证分析

海螺沟共和村2号隧道涌水量预测及验证分析

扫码查看
海螺沟共和村2 号隧道是海螺沟景区道路灾后恢复重建工程的控制性工程,隧道涌水量预测的准确性对安全可靠的施工提供强有力保障.本文采用大气降水法、地下水径流模数法及地下水动力学法对隧道涌水量进行预测,同时结合施工期间实际涌水量,验证分析预测方法的准确性,结果表明:大气降水法、地下水径流模数法及地下水动力学法三种方法计算的最大涌水量分别为6 895.16 m3/d、8 552.35 m3/d及 8 068.40 m3/d,取三种计算结果最大值即8 552.35 m3/d作为隧道日最大涌水量.与施工中实际涌水量进行对比分析,结果显示预测涌水量与实际涌水量基本吻合,从而验证预测方法的准确性.分析结论对同类型地质条件隧道涌水量计算具有一定借鉴意义.
Prediction and verification analysis of water inflow in Hailuogou Gonghe Village No.2 tunnel
Hailuogou Gonghe Village Tunnel No.2 is the control project of Hailuogou scenic road disaster restoration and reconstruction project,the accuracy of the tunnel surge prediction provides a strong guarantee for safe and reliable construc-tion.This paper adopts the atmospheric precipitation method,groundwater runoff modulus method and groundwater dynamics method to predict the water influx of the tunnel,and at the same time combines with the actual water influx during the con-struction period,to verify the accuracy of analysis and prediction methods,the resut show that:The maximum water inflow calculated by atmospheric precipitation method,groundwater runoff modulus method and groundwater dynamics method is 6 895.16 m3/d,8 552.35 m3/d and 8 068.40 m3/d,respectively,the maximum water inflow calculated by the three meth-ods is 8 552.35 m3/d as the maximum daily water inflow of the tunnel.Comparative analysis with the actual water influx dur-ing construction shows that the predicted water influx is basically consistent with the actual water influx,thus verifying the ac-curacy of the prediction method.The conclusions of the analysis are useful for the calculation of water influx in tunnels with the same type of geological conditions.

Luding earthquakeGonghe Village Tunnel No.2water inflow predictioncomparative verification

马文涛、魏安辉、邵江、袁泉

展开 >

四川省公路规划勘察设计研究院有限公司,四川成都 610041

泸定地震 共和村2号隧道 涌水量预测 对比验证

2024

地下水
陕西省水工程勘察规划研究院 全国地下水信息网 陕西省水利学会

地下水

影响因子:0.219
ISSN:1004-1184
年,卷(期):2024.46(2)
  • 7