资源描述:
《《南水北调与水利科技》:南水北调中线总干渠(xx段)西四环输水暗涵线路选定(欧阳建 付云升 钱德琳 石维新)(摘要)》由会员上传分享,免费在线阅读,更多相关内容在工程资料-天天文库。
1、《南水北调与水利科技》:南水北调中线总干渠(XX段)西四环输水暗涵线路选定(欧阳建付云升钱德琳石维新)(摘要) #TRS_AUTOADD_1222138988625{MARGIN-TOP:0px;FONT-SIZE:12pt;MARGIN-BOTTOM:0px;LINE-HEIGHT:1.5;FONT-FAMILY:宋体}#TRS_AUTOADD_1222138988625P{MARGIN-TOP:0px;FONT-SIZE:12pt;MARGIN-BOTTOM:0px;LINE-HEIGHT:1.5
2、;FONT-FAMILY:宋体}#TRS_AUTOADD_1222138988625TD{MARGIN-TOP:0px;FONT-SIZE:12pt;MARGIN-BOTTOM:0px;LINE-HEIGHT:1.5;FONT-FAMILY:宋体}#TRS_AUTOADD_1222138988625DIV{MARGIN-TOP:0px;FONT-SIZE:12pt;MARGIN-BOTTOM:0px;LINE-HEIGHT:1.5;FONT-FAMILY:宋体}#TRS_AUTOADD_12221389
3、88625LI{MARGIN-TOP:0px;FONT-SIZE:12pt;MARGIN-BOTTOM:0px;LINE-HEIGHT:1.5;FONT-FAMILY:宋体}/**---JSON--{"":{"line-height":"1.5","font-family":"宋体","font-size":"12pt","margin-top":"0","margin-bottom":"0"},"p":{"line-height":"1.5","font-family":"宋体","font-size
4、":"12pt","margin-top":"0","margin-bottom":"0"},"td":{"line-height":"1.5","font-family":"宋体","font-size":"12pt","margin-top":"0","margin-bottom":"0"},"div":{"line-height":"1.5","font-family":"宋体","font-size":"12pt","margin-top":"0","margin-bottom":"0"},"l
5、i":{"line-height":"1.5","font-family":"宋体","font-size":"12pt","margin-top":"0","margin-bottom":"0"}}--**/摘要:工程线路布置是关系到工程经济合理、总干渠输水安全和降低工程造价的关键,西四环暗涵线路选定本着必须符合XX市城市总体规划的要求;满足小流量自流输水的前提下,工程量最少,工程造价最少,工程造价最低;保证输水建筑物安全及输水安全;尽量降低工程拆迁;尽量减少总干渠至分水口线路的长度等原则对三条线路进
6、行了比较,最终选定沿西四环主路下行的线路。
关键词:南水北调;西四环暗涵;线路选定
中图分类号:TV68;TV21文献标识码:A文章编号:1672-168301-0246-04
RouteDeterminationoftheBuriedCulvertUndertheWestFourthRingofMainChanneloftheMiddleRouteintheSouth-to-NorthWaterDiversionProject
OUYANGjian,FUYun-sheng,QIANDe-l
7、in,SHIWei-xin
(BeijingMunicipalInstituteofHydraulicEngineeringPlanningDesignandResearch,Beijing100044,China)
Abstract:Theprojectroutedeterminationgreatlyinfluencestherationalityandeconomyoftheproject,thesecurityofmainchannelandthecostreductionofproje
8、ct.ThedeterminationoftheburiedculvertrouteundertheWestForthRingroadistoaccordwiththemainlayoutofBeijing;torealizetheminimumoftheprojectcapacityandthelowestprojectcostundertheconditionofself-flowwatertransferinsmallamount(2