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10 Billion Gallons More—The Main Tunnel System Linking the TARP Mainstream Tunnel to the McCook Reservoir

机译:更多的100亿加仑—将TARP主流隧道连接到麦库克水库的主隧道系统

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The Metropolitan Water Reclamation District of Greater Chicago’s (MWRDGC) Tunnel andrnReservoir Plan (TARP) and the McCook Reservoir will further reduce flood damages and combined sewerrnoverflows (CSOs) for the city of Chicago and the Cook County, Illinois. The McCook Reservoir will receivernapproximately 10 billion gallons of water via the Main Tunnel System which connects the TARP MainstreamrnTunnel to the McCook Reservoir. The U. S. Army Corps of Engineers (USACE) tasked Black & Veatch torndesign the Main Tunnel System. This paper describes the Main Tunnel System project components and howrnthis final piece fits into the Chicago’s TARP program.rnThe Main Tunnel System design included overall design and constructability considerations for a 27.5-mrn(90-ft diameter and 92-m (300-ft) deep Main Gate and Tunnel Construction access shaft and associated wetwellrnshaft arrangements to house six high-head and large (14.5 ft by 29.5 ft) wheel gates; a 10-m (33-ft) diameterrnand 490-m (1,600-ft) long Main Tunnel in rock including a tunnel bifurcation (with steel and concreternlining) at the Main Gate/Access Shaft; a live tap connection to the existing Mainstream Tunnel; and energyrndissipation and portal structures. Risk management and construction sequencing were included in the effort.rnThe construction of the Main Tunnel System has been divided into the Main Gate/Access Shaft contractrnand the Main Tunnel System contract. Construction of the Main Gate/Access Shaft was completed in Augustrn2011 and Main Tunnel System construction is currently ongoing. Construction progress updates and discussionrnof key construction issues to date are presented in this paper.
机译:大芝加哥市的大水区(MWRDGC)隧道和水库计划(TARP)和麦库克水库将进一步减少芝加哥市和伊利诺伊州库克县的洪灾损失和下水道溢流(CSO)。麦库克水库将通过将TARP MainstreamrnTunnel连接到麦库克水库的主隧道系统接收约100亿加仑的水。美国陆军工程兵团(USACE)要求Black&Veatch撕毁主隧道系统。本文介绍了主要隧道系统项目的组成部分以及这最后部分与芝加哥TARP计划的契合度。主要隧道系统设计包括27.5毫米(直径90英尺)和92毫米(300英尺)的总体设计和可施工性考虑因素较深的主闸门和隧道施工通道井和相关的湿井竖井布置,可容纳六个高水头和大型(14.5英尺乘29.5英尺)轮式闸门;直径10米(33英尺)的轮式闸门和长490米(1,600英尺)的主闸门岩石隧道,包括在主闸/进出竖井处的隧道分叉处(包括钢和混凝土衬砌);与现有主流隧道的活接连接;耗能和入口结构,包括风险管理和施工顺序。主隧道系统的划分分为主闸门/出入口竖井合同和主隧道系统合同,主闸门/出入口竖井的建设已于2011年8月和主隧道完成系统建设目前正在进行中。本文介绍了施工进度更新和迄今为止讨论的关键施工问题。

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