摘要:南水北调中线干线工程已经开工建设,自湖北的丹江口水库,跨越长江、淮河、黄河、海河四大流域,沿途经过湖北、河南、河北三省,直达北京的团城湖和天津市外环河,工程全线长1 400 余km ,由于整个输水工程环境复杂,所以工程运行维护管理难度大,开发建设工程运行维护管理系统将是增强工程运行维护能力,保障工程安全正常运行的重要措施,本文在分析工程建成后运行维护管理需求的基础上,提出了系统的分析和设计,为进行开发建设南水北调中线干线工程运行维护管理系统提供参考。

关键词:南水北调中线;系统分析与设计;工程运行管理

中图分类号: tv68 ;n945 　　文献标识码:b 　　文章编号:1672-1683 (2007) 01-0016-03

system analysis and design for engineering operation management of south2to2north water diversion middle route

lu xiao2xin1 ,wang yu2hong2

(1. const ruction and a dminist ration b ureau of s outh2to2n orth water diversion mi d dle route project , bei j ing 100011 , china;

2. yel low river henan b ureau , zhengz hou 450003 , china)

abstract :the sout h2to2nort h water diversion middle route engineering has been under const ructed. it will flow f rom danjiangkou reservoir t hrough reaches of changjiang river , huaihe river , yellow river and haihe river into tuancheng lake , beijing city and into waihuan channel , tianjin city. it s total lengt h is more t han 1 400 kilometers passing hubei , henan , and hebei provinces. the engineering will route complex environment . so t he engineering operation and management is very difficulty. it is important measure for enhancing capability of engineering management wit h a software system to ensure t he safety and normal of t he engineering operation. in t his paper t he system analysis and design is proposed for t he system development of t he engineering operation and management .

key words :sout h2to2nort h water transfers diversion ;system analysis and design ; engineering operation

1 　工程简介

南水北调中线干线工程是一项跨流域、跨多省市的长距离特大型调水工程。该工程南起汉江下游湖北丹江口水库的陶岔引水闸,沿唐白河平原北缘、华北平原西部边缘,跨长江、淮河、黄河、海河4 大流域,沿途经过湖北、河南、河北3 省,直达北京的团城湖和天津市外环河。

南水北调中线干线工程输水干渠长1 432 km ,包括总干渠和天津干渠两部分。总干渠自陶岔渠首至北京团城湖长1 276 km ,其中河南段长约732 km ,河北段长约465 km ,北京段长约80 km。总干渠输水形式以明渠为主,局部布置管涵。其中,陶岔渠首至北拒马河中支南渠段采用明渠输水,北京段采用管道方式输水。天津干渠采用管涵方案,分水闸位于河北省徐水县西黑山村北,起于分水闸终止于天津外城河,全长155 km。

整个中线干线工程共有各类主要建筑物1 750 座,一期工程总干渠及天津干渠沿线共计设有276 个闸站点和13 个中心开关站。在276 个闸站点中涉及实时调度的建筑物主要包括分水闸88 座,节制闸61 座,出口闸2 座、退水闸53 座,倒虹吸出口控制闸60 座,天津干渠调节池、保水堰、分流井等控制站点7 座,以及北京段加压泵站1 座、3 个连通阀和1 个暗涵出口闸。在总干渠上还设置了河渠交叉建筑物164 座,左岸排水建筑物463 座,隧洞9 处,渠渠交叉建筑物136 座,铁路交叉建筑物41 座,跨渠