首页> 外文会议>Rapid Excavation and Tunneling Conference(2007 RETC); 2007; Toronto(CA) >OUTLINE DESIGN AND CONSTRUCTION OF THE 10 KM (6.25 MILE) CROYDON CABLE (HIGH VOLTAGE) TUNNEL THROUGH GROUNDWATER SOURCE PROTECTION ZONES, UNITED KINGDOM
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OUTLINE DESIGN AND CONSTRUCTION OF THE 10 KM (6.25 MILE) CROYDON CABLE (HIGH VOLTAGE) TUNNEL THROUGH GROUNDWATER SOURCE PROTECTION ZONES, UNITED KINGDOM

机译:通过地下水源保护地带,通过英国的10公里(6.25英里)克罗伊登电缆(高压)隧道进行总体设计和施工

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National Grid needs to maintain a connection between two existing electricity substations (Beddington & Rowdown) in the Croydon (south London) area, and allow the replacement of two 275 kV cable circuits that are buried under roads. This is to be achieved using a single 400 kV cable circuit within a 10 km (6.25 mile) long, 3 m (9.8 ft) diameter high voltage cable tunnel which is being driven through water bearing Chalk, at depths ranging from 5 m (15 ft) to 80 m (262 ft), with four access shafts (12.5 m (41 ft) in diameter) ranging in depth from 10 m (31 ft) to 40 m (131 ft). The Chalk in this area acts as a source of public drinking water supply (PWS) and is protected by areas designated Groundwater Source Protection Zones. To minimise the groundwater risk the design and construction of the cable tunnel and shafts has paid particular attention to the construction materials used, including testing of these construction materials prior to use, developing construction methods (including the designof the Earth Pressure Balance TBM) and maintaining a groundwater monitoring & testing programme prior to and during construction to ensure the integrity of the Chalk aquifer is maintained as a drinking water source. This paper describes the tunnel & shaft design and construction in relation to these particular groundwater environmental issues which set new precedents for tunnel assessment, design and construction requirements in the United Kingdom.
机译:国家电网需要在Croydon(伦敦南部)地区的两个现有变电站(Beddington&Rowdown)之间保持连接,并允许替换埋在道路下的两个275 kV电缆电路。这可以通过使用一条10毫米(6.25英里)长,直径3 m(9.8英尺)的高压电缆隧道中的一条400 kV电缆线路来实现,该电缆隧道通过承水的粉笔驱动,深度范围为5 m(15 ft)至80 m(262 ft),带有四个检修井(直径12.5 m(41 ft)),深度从10 m(31 ft)至40 m(131 ft)。该地区的粉笔是公共饮用水供应(PWS)的来源,并受到指定为地下水源保护区的地区的保护。为了最大程度降低地下水风险,电缆隧道和竖井的设计和施工特别注意所用的建筑材料,包括在使用前对这些建筑材料进行测试,开发施工方法(包括土压力平衡TBM的设计)以及维护在施工之前和施工期间制定地下水监测和测试计划,以确保将白垩含水层的完整性作为饮用水源进行维护。本文介绍了与这些特殊的地下水环境问题相关的隧道和竖井的设计和施工,这些问题为英国的隧道评估,设计和施工要求树立了新的先例。

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