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穿越断裂破碎带双洞单线隧道反坡排水设计及应用

赵亚军

路基工程Issue(2):176-181,6.
路基工程Issue(2):176-181,6.DOI:10.13379/j.issn.1003-8825.202509053

穿越断裂破碎带双洞单线隧道反坡排水设计及应用

Design and Application of Counter-slope Drainage System for Double-tube Single-track Tunnel Crossing Fractured and Broken Zones

赵亚军1

作者信息

  • 1. 川藏铁路有限公司,成都 610081
  • 折叠

摘要

Abstract

Based on the engineering geological conditions and hydrological data of a double-tube single-track tunnel crossing fractured and broken zones,this study conducted a systematic design research on counter-slope drainage systems.Through scientific prediction of tunnel water inflow,the maximum water inflow for each construction zone was calculated by comprehensively considering construction zoning,gradient variations,and water inflow characteristics.On this basis,optimal selections for pump head,flow rate,and pipe diameter were performed.Results show that,the designed counter-slope drainage system effectively handles extreme conditions with a maximum water inflow of 1 753 m3/h during the wet season;the pump head and pipe diameter configurations are scientifically rational,the drainage capacity fully meets construction safety requirements,and the system operates stably and reliably,ensuring the smooth progress of tunnel construction.

关键词

复杂环境/长大隧道/大坡率/反坡排水/合理选型/方案设计/安全性

Key words

complex environment/long tunnel/high gradient/counter-slope drainage system/optimal selection/scheme design/safety

分类

交通工程

引用本文复制引用

赵亚军..穿越断裂破碎带双洞单线隧道反坡排水设计及应用[J].路基工程,2026,(2):176-181,6.

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1003-8825

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