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CONSTRUCTION OF NON-CIRCULAR SEWER REHABILITATION PROJECTS IN LOS ANGELES

机译:洛杉矶非循环污水修复项目的建设

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The City of Los Angeles operates and maintains more than 6,500 miles of sewers ranging in size from 6-inch to 150-inch in diameter. Many of the larger diameter sewers constructed in the early 1900's were constructed of un-reinforced concrete with clay tile liners or of brick. Approximately 64 miles of sewers were constructed using non-circular pipes. Some of these sewers do not follow public right-of-way and cross under homes, businesses and other urban development. These sewers are approaching the end of their service life and need to be rehabilitated while minimizing the impact to the community. An emergency construction project is repairing 1,000 feet of an 85-year-old semi-elliptical sewer and two rehabilitation projects have recently been awarded for construction that will repair 4.5 miles of non-circular sewers. This construction begins a new era in rehabilitation of medium sized non-circular sewers in Los Angeles.The rehabilitation of 3 miles of the 60-inch by 73-inch oval brick Central Outfall Sewer (COS), 1.5 miles of the 60-inch semi-elliptical tile-lined concrete North Outfall Sewer (NOS), and 1,000 feet of 66-inch semi-elliptical concrete NOS brick sewer will use man-entry installation of a new pipe, non man-entry sliplining and man-entry cast-in-place-lining construction techniques. Sliplining will utilize recently approved materials that will maintain the non-circular shape of the sewer and minimize the reduction of capacity of the existing sewers. The cast-in-place option will construct a new PVC lined concrete pipe inside the existing sewer. These methods will provide a long-term structural repair of these 80 - 100 year old sewers.This paper will discuss the methods selected for the rehabilitation of the COS and the NOS as well as the lessons learned during the initial phases of the construction projects. This paper will also discuss future projects that will rehabilitate additional non-circular sewers utilizing both sliplining and man-entry methods.
机译:洛杉矶市经营和维护着超过6,500英里的下水道,其直径范围从6英寸到150英寸。 1900年代初期建造的许多较大直径的下水道都是由未增强混凝土制成的,带有粘土砖衬里或砖头。使用非圆形管道建造了大约64英里的下水道。其中一些下水道没有遵循公共通行权,无法穿越房屋,企业和其他城市发展。这些下水道的使用寿命即将结束,需要对其进行修复,同时最大程度地减少对社区的影响。一项紧急建设项目正在修理一个已有85年历史的半椭圆形下水道的1,000英尺,最近又批准了两个修复项目,以修复4.5英里的非圆形下水道。这项建设为洛杉矶中型非圆形下水道的修复开辟了一个新时代。 修复了3英寸的60英寸乘73英寸的椭圆砖中央排污管(COS),1.5英里的60英寸半椭圆砖衬砌混凝土北排污管(NOS)和1,000英尺的66-英寸半椭圆混凝土NOS砖下水道将使用新管道的手动安装,非手动滑移衬砌和手动浇铸衬砌施工技术。滑移衬砌将使用最近批准的材料,这些材料将保持下水道的非圆形形状,并最大程度地减少现有下水道的通行能力。现浇选项将在现有下水道内建造一条新的PVC衬里混凝土管道。这些方法将为这些80至100年历史的下水道提供长期的结构维修。 本文将讨论为COS和NOS进行修复所选择的方法,以及在建设项目初始阶段的经验教训。本文还将讨论未来的项目,这些项目将利用滑移法和人工法修复其他非圆形下水道。

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