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TRANSMISSION MAIN INSTALLATION THROUGH CONTAMINATED SOIL

机译:通过污染土壤进行变速箱的主要安装

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During the reconstruction project of two water transmission mains for the City of Akron,rnOhio, contaminated groundwater was discovered in an open trench. This incident delayed therncontinuation of the project until a method could be developed and plans prepared to complete thernconstruction of this portion of these vital mains. The following paper describes the design,rnmaterials, and procedure used to successfully replace a pair of antiquated steel transmissionrnmains through a 160 m (525 ft) long area containing heavy petroleum contamination.rnCompletion of this section of mains restored full operation of the water transmission mainrnsystem and allowed the replacement project to continue. Prior to the design of all majorrntransmission main projects, it is recommended that environmental exploratory studies bernperformed.rnAkron's water supply treatment facility is located at Lake Rockwell, about 18 km (11 mi)rnaway from the city. Three parallel large-diameter transmission mains, one 900 mm (36 in), onern1,200 mm (48 in) and one 1,350 mm (54 in) diameters, deliver over 152 million liters (40 mg) arnday to the city's intown reservoirs. Peak summertime pumpage is usually about 213 millionrnliters (56 mg) a day. Akron also sells water wholesale to two smaller communities from thesernmains along their routes. With these constraints, only one transmission main can be taken out ofrnservice at a time for replacement or emergencies while continuing to meet the city's water needs.rnTwo of the three transmission mains, the 900 mm (36 in) and the 1,200 mm (48 in), werernsteel and constructed parallel to each other between 1913 and 1921. A third transmission main,rnof prestressed concrete, was installed between the plant and the city along a different routernbetween 1955 and 1965. By the 1970s, a former electrified railway, aggressive soils, and roaddeicingrnsalts had caused extensive pitting on the steel mains, resulting in hundreds of leaks.rnRepairs were frequent and troublesome.rnIn 1982, after physically examining and evaluating both steel mains, a consultant reportedrnthe pipe's poor condition to be a threat to the city's continuity of water supply and recommendedrnthat 11.3 km (7 mi) be replaced. The city immediately undertook a major capital program tornrebuild the worst portions of mains within Akron and its neighboring community, Tallmadge, inrnfive successive phases. Plans for the first phase of parallel 1,200 mm (48 in) prestressedrnconcrete mains, mostly along roadway edges, were prepared. Later, bids were let, a contractor
机译:在俄亥俄州俄亥俄州阿克伦市的两条输水干线的重建项目中,在一条开放的沟渠中发现了被污染的地下水。该事件推迟了项目的继续进行,直到可以开发出一种方法并准备了计划来完成这些重要干线的这一部分的建设为止。以下文件描述了通过160 m(525 ft)长的区域(包含重油污染)成功更换一对过时的钢制输油管的设计,材料和程序。完成本节的输油管恢复了输水主管系统的正常运行并允许替换项目继续进行。在设计所有大型输电主体工程之前,建议先进行环境探索研究。k阿克伦的供水处理设施位于洛克威尔湖,距市区约18公里(11英里)。三个平行的大直径传输主管,一个900毫米(36英寸),一个1,200毫米(48英寸)和一个1,350毫米(54英寸)直径,每天为该市的城镇水库输送超过1.52亿升(40毫克)的水。夏季的最高抽水量通常每天约为2.13亿升(56毫克)。阿克伦(Akron)还从塞纳曼(sernmains)沿途向两个较小的社区批发水。由于这些限制,在继续满足城市用水需求的同时,一次只能将一个输电干线停运以进行更换或紧急情况。rn在三个输电干线中的两个,即900毫米(36英寸)和1200毫米(48英寸) ),是钢制的,并在1913年至1921年之间彼此平行构造。第三条输电主管道,诺尔夫预应力混凝土,沿工厂于1955年至1965年之间的另一条路沿线安装在城市与城市之间。到1970年代,以前的电气化铁路已经侵蚀了土壤,并且道路除冰盐在钢质干管上造成大量的点蚀,导致数百次泄漏。修理频繁且麻烦。1982年,在对两个钢质干管进行了物理检查和评估之后,一名顾问报告说,管道状况不佳对城市的连续性构成了威胁。供水,建议更换11.3公里(7英里)。该市立即采取了一项重大的资本计划,对阿克伦城及其邻近社区塔尔马奇(Tallmadge)内最差的主干路进行了连续五个阶段的重建。准备了平行的1200毫米(48英寸)预应力混凝土主干,主要沿巷道边缘的第一阶段计划。后来,承包商让标

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