首页> 外文会议>Annual technical conference of the North American Society for Trenchless Technology 2008 >DESIGN CHALLENGES WITH NEW YORK CITY'S NEWEST WATER TUNNEL: THE LESSER-KNOWN TRANS-HUDSON CROSSING
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DESIGN CHALLENGES WITH NEW YORK CITY'S NEWEST WATER TUNNEL: THE LESSER-KNOWN TRANS-HUDSON CROSSING

机译:纽约市最新的水隧道带来的设计挑战:不为人知的TRANS-HUDSON穿越

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On behalf of the New York City Department of Environmental Protection (NYCDEP) and the Port Authority of New York and New Jersey (PANYNJ), the New York City Economic Development Corporation (NYCEDC) recently embarked on a project to replace two existing water siphons crossing the New York Harbor between Brooklyn and Staten Island. The existing pipelines require replacement to accommodate a dredging program within the harbor. As part of this project, an assessment of alternative methods for construction of the new siphon was performed. Several alternatives were considered, broadly classified into dredged trench and tunnel methods. The recommended alternative for the new siphon was a new 9,500-linear-foot, 72-inch-diameter pipeline installed within a 12-foot diameter tunnel. A pressurized face tunnel boring machine will be used to bore through the predominantly soft ground and to construct a tunnel lined with gasketed, precast concrete segments. Following completion of the tunnel drive, a welded steel pipeline will be installed. While NYCDEP has extensive experience and comprehensive design standards for both rock tunnels and steel water pipelines, the installation of a steel pipeline in a soft-ground tunnel is an uncommon project in New York City. While it is well known in the tunnelling business that a new rail tunnel under the Hudson River is now being planned and designed, the water siphon tunnel is scheduled to be the first tunnel built under a river or harbor in many decades. This paper discusses the various challenges faced by the design team in the first project of its scope and magnitude to be constructed in New York.
机译:纽约市经济发展公司(NYCEDC)代表纽约市环境保护局(NYCDEP)和纽约和新泽西港务局(PANYNJ)最近着手一个项目,以替换现有的两个虹吸管位于布鲁克林和史泰登岛之间的纽约港。现有管道需要更换,以适应港口内的疏dr计划。作为该项目的一部分,对建造新虹吸管的替代方法进行了评估。考虑了几种替代方法,大致分为疏trench沟渠和隧道方法。对于新的虹吸管,推荐的替代方案是在直径12英尺的隧道中安装新的9,500线性英尺,直径72英寸的管道。压力面隧道掘进机将用于打通主要是软土地基,并建造衬有衬垫的预制混凝土节段的隧道。隧道驱动完成后,将安装一条焊接钢管。尽管NYCDEP在岩石隧道和钢制输水管道方面都拥有丰富的经验和全面的设计标准,但在纽约市,在软土地基隧道中安装钢制管道却是一项不常见的项目。虽然在隧道业务中众所周知,哈德逊河下面的新铁路隧道正在规划和设计中,但虹吸管隧道计划成为数十年来在河或港口下建造的第一条隧道。本文讨论了设计团队在纽约将要建设的第一个规模和规模巨大的项目中面临的各种挑战。

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