摘要
通过对拟建东温泉山隧道隧址区进行专项水文地质调查,结合周边既有隧道排水情况,对岩溶管道及既有隧道疏干影响条件下拟建东温泉山隧道涌水量进行预测。结果表明,东温泉山隧道施工正常涌水量为31500m^(3)/d,雨季最大涌水量为61500m^(3)/d,其结果可为隧道设计与施工提供参考。
Through a special hydrogeological survey of the proposed Dongwenquanshan Tunnel site,and combined with the drainage condition of the surrounding existing tunnels,this paper predicted the water inflow of the proposed tunnel under the influence of karst pipelines and existing tunnels.The results showed that the normal water inflow of Dongquanshan tunnel construction is 31500m^(3)/d,and the maximum water inflow in the rainy season is 61500m^(3)/d.The results can provide reference for the tunnel design and construction.
作者
乔宇
曹嘉一弘
周成涛
朱海明
Qiao Yu;Cao Jiayihong;Zhou Chengtao;Zhu Haiming
出处
《重庆建筑》
2022年第S01期488-492,共5页
Chongqing Architecture
基金
重庆市建设科技计划项目(城科字2021第2-10)
关键词
东温泉山
拟建隧道
涌水量
排水情况
Dongwenquanshan Mountain
proposed tunnel
water inflow
drainage situation
作者简介
乔宇(1992—),男,湖北省秭归人,硕士,工程师,主要从事工程地质勘察工作,邮箱:505645618@qq.com。
