首页> 外文会议>North American Society for Trenchless Technology no-dig show conference >CITY OF EAST CHICAGO RAW WATER PIPELINE - MICROTUNNELING IN CLEAN SANDS BENEATH THE WATER TABLE
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CITY OF EAST CHICAGO RAW WATER PIPELINE - MICROTUNNELING IN CLEAN SANDS BENEATH THE WATER TABLE

机译:东芝加哥原水管道城市-地下水位下方的干净沙滩中的微型隧道

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To meet increasing demand, the City of East Chicago is constructing a new water treatment plant(WTP) designed to treat raw water from Lake Michigan. As part of the overall project a 900-foot gravity pipelinewas required to convey raw water from an intake structure to the new WTP, which has been successfully constructedusing microtunneling techniques. A 72-inch internal diameter Permalok steel casing was utilized for installation ofthe 48-inch internal diameter Hobas carrier pipe. The pipeline was constructed in two separate trenchless driveswith Drive 2 being the longest and most sensitive. Drive 2 was approximately 760 feet in length and completedthrough clean, poorly-graded sand below the groundwater table. The drive passed beneath seven sets of railroadtracks spanning approximately 140 feet; multiple utility lines that included water, electric, gas, andtelecommunications up to 48 inches in diameter; and approximately 300 feet of Indiana Department ofTransportation right-of-way including a highway off-ramp, with associated shallow foundations, and both the northand south bound lanes of Cline Avenue. Due to the propensity for settlement when dealing with running andflowing sands, an extensive geotechnical instrumentation program was conducted during mining. This paper willfocus on the steps taken by the Owner, Engineer, and Contractor to form effective relationships with the utility andrailroad companies to reduce the probability of ground movements, including the use of Drive 1 to troubleshoot andeliminate issues/problems with means and methods before performing Drive 2.
机译:为了满足不断增长的需求,东芝加哥市正在建设一个新的水处理厂 (WTP)旨在处理来自密歇根湖的原水。作为整个项目的一部分,一条900英尺长的重力管道 需要将原水从进水口结构输送到新的污水处理厂,该污水处理厂已成功建造 使用微隧道技术。内径为72英寸的Permalok钢制外壳用于安装 内径为48英寸的Hobas输送管。管道由两个独立的非开挖驱动器构成 驱动器2最长且最灵敏。驱动器2的长度约为760英尺,已完成 通过地下水位以下的干净,等级不高的沙子。驱动器通过了七套铁路下方 轨道跨度约140英尺;多个公用事业管线,包括水,电,气和 直径不超过48英寸的电信;和印第安纳州约300英尺 运输通行权,包括高速公路匝道,相关的浅层基础以及北部 和克莱恩大街的南行车道。由于在处理跑步和骑行时容易沉降 流动的沙子,在采矿过程中进行了广泛的岩土工程仪器程序。本文将 着重于所有者,工程师和承包商采取的与公用事业机构建立有效关系的步骤,并 铁路公司减少地面移动的可能性,包括使用Drive 1进行故障排除和 在执行Drive 2之前,消除方法和手段上的问题/问题。

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