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Salt Lake City Public Utilities Orange Street Sewer Rehabilitation Case Study

机译:盐湖城公用事业橙街污水处理厂修复案例研究

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The Orange Street Sewer Trunk Line is one of Salt Lake City’s three major wastewater trunk linesrnthat convey sewer flow to the water reclamation plant. The Orange Street sewer consists of approximately five milesrnof 42-inch to 48-inch reinforced concrete pipe, originally installed in 1962, this sewer conveys approximately 12 MGDrnof wastewater to the City’s 96 MGD wastewater reclamation facility that was first build in 1965. Inspection andrncondition assessment of the Orange Street Sewer was performed utilizing technologies such as CCTV, sonar, and laserrnprofiling, which identified defects within the interceptor and quantified the extent of the deterioration. Rehabilitationrnof the sewer trunk line has been complicated by the fact that the sewer crosses, major railroad lines, commuter rails,rninterstates, a superfund site with contaminated groundwater, artesian springs, and is located within high groundwater.rnThe rehabilitation of the Orange Street trunk line was completed in two phases -- $11 million in the first phase and $3rnmillion in the second phase. Various trenchless repair methods were evaluated and bid for the first phase. Thisrnallowed contractors to consider several alternative feasible trenchless methods. Trenchless rehabilitation methodsrnutilized for first phase included Fiberglass Reinforced Pipe (FRP) Slip-lining and some Cure-In-Place-Pipe (CIPP).rnThe second phase was more diameter limiting and was bid as a CIPP project with jack-and-bore tunneling used forrnthe installation of bypass pipe under several major railroad tracks. This paper presents a case study on the lessonsrnlearned; design and construction issues, successes encountered during the construction of the project, and will detailrnthe evolution of the bid and selection process.
机译:橘子街污水干线是盐湖城的三大污水干线之一,用于将污水流输送到再生水厂。奥兰治街的下水道由大约5英里长的42英寸至48英寸的钢筋混凝土管组成,最初于1962年安装。该下水道将约12 MGDrnof的废水输送到纽约市的96 MGD废水回收设施,该设施于1965年首次建成。检查和状况评估Orange Street下水道的截流是利用闭路电视,声纳和激光轮廓分析技术进行的,这些技术可以识别拦截器内的缺陷并量化恶化程度。下水道干线的修复非常复杂,因为下水道交叉,主要铁路线,通勤铁路,州际公路,地下水被污染的超级基金,自流泉以及位于高地下水位.rn橘子街干线的修复该项目分两个阶段完成-第一阶段为1100万美元,第二阶段为300亿美元。对各种非开挖修复方法进行了评估,并申请了第一阶段。这使承包商不得不考虑几种可供选择的可行的非开挖方法。用于第一阶段的无沟槽修复方法包括玻璃纤维增​​强衬砌(FRP)滑衬和一些就地固化管道(CIPP)。第二阶段具有更大的直径限制,并被竞标为具有顶进式隧道的CIPP项目用于在多个主要铁轨下安装旁通管。本文以案例为例进行了总结。设计和施工问题,在项目施工过程中遇到的成功,并将详细介绍投标和选择过程的演变。

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