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基于SWMM的排水管道吊洞防渗漏计算方法研究

徐志惠 张超 熊毅

江西建材Issue(7):154-156,3.
江西建材Issue(7):154-156,3.

基于SWMM的排水管道吊洞防渗漏计算方法研究

Study on Calculation Method of Drainage Pipe Tunnel Leakage Based on SWMM

徐志惠 1张超 1熊毅1

作者信息

  • 1. 中国市政工程中南设计研究总院有限公司,湖北 武汉 430014
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摘要

Abstract

The leakage prevention of lifting tunnel is an essential construction link of drainage pipe engineering,which plays an important role in the quality of drainage pipe engineering.Therefore,the method of leakage prevention of drainage pipe tunnel based on SWMM is proposed.The target function is established with the minimum overflow and the shortest water accumulation time,and the constraints are set,and the leakage prevention model of the lifting tunnel is established.SWMM is used to simulate the leakage of the lifting tunnel in different recurrence periods,which obtains the optimal leakage prevention scheme to realize the leakage prevention of the drainage tunnel based on SWMM.Through the actual case application,the water level drop in the closed water test after the lifting hole is only 0.05mm,and the permeability co-efficient of the lifting member does not exceed 0.3,which meets the requirements of relevant specifications and has good leakage prevention effect.

关键词

SWMM/排水管道/吊洞/防渗漏/城市径流量/渗透系数

Key words

SWMM/Drainage pipe/Lifting tunnel/Leakage prevention/Urban runoff/Permeability coefficient

分类

水利科学

引用本文复制引用

徐志惠,张超,熊毅..基于SWMM的排水管道吊洞防渗漏计算方法研究[J].江西建材,2024,(7):154-156,3.

江西建材

1006-2890

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