| 注册
首页|期刊导航|水利水电技术|引汉济渭工程黄三段深埋长输水隧洞排水方案研究

引汉济渭工程黄三段深埋长输水隧洞排水方案研究

赵大洲 梁春雨 党雪梅 李玉邦 周锐 崔超

水利水电技术2017,Vol.48Issue(8):120-125,6.
水利水电技术2017,Vol.48Issue(8):120-125,6.DOI:10.13928/j.cnki.wrahe.2017.08.023

引汉济渭工程黄三段深埋长输水隧洞排水方案研究

Study on drainage scheme for long deep-buried water conveyance tunnel of Hanjiang-to-Weihe River Valley Water Diversion Project

赵大洲 1梁春雨 1党雪梅 1李玉邦 2周锐 2崔超2

作者信息

  • 1. 黄河勘测规划设计有限公司,河南郑州450003
  • 2. 陕西省引汉济渭工程建设有限公司,陕西西安710010
  • 折叠

摘要

Abstract

In order to solve the drainage problems of deep buried long water transfer tunnels effectively,the surrounding rock along the tunnels is divided into medium rich water area,weak rich water area and poor water area.The influences from different drainage design schemes on the external water pressure acting on the lining of the long deep-buried water conveyance tunnel for Huangsan Section of Hanjiang River to Weihe River Water Transfer Project are analyzed herein by simulating the circumferential seepage field of the lining with the relevant numerical method.The result shows that for the condition of higher external water pressure,if arranging the drain-holes at the arch-crown,only the external water pressure near the arch-crown can be lowered,but the external water pressure acting on the bottom slab cannot be effectively decreased,however,when the drain-holes are uniformly arranged along the circumference of the lining,the external water pressure acting on the lining can be effectively decreased.On the basis of this,the adaptable conditions for all the drainage schemes are discussed,and then the relevant suggestions on the drainage design for the long deep-buried water conveyance tunnel are put forward as well.

关键词

引汉济渭工程/输水隧洞/排水设计/外水压力/数值分析/衬砌结构

Key words

Hanjiang-to-Weihe River Valley Water Diversion Project/water conveyance tunnel/drainage design/external water pressure/numerical analysis/lining structure

分类

建筑与水利

引用本文复制引用

赵大洲,梁春雨,党雪梅,李玉邦,周锐,崔超..引汉济渭工程黄三段深埋长输水隧洞排水方案研究[J].水利水电技术,2017,48(8):120-125,6.

基金项目

国家重点研发计划课题(2016YFC0401804) (2016YFC0401804)

水利水电技术

OA北大核心CSCDCSTPCD

1000-0860

访问量6
|
下载量0
段落导航相关论文