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Needles Bridge Crossing: Managing Design Risk of a Long TermInfrastructure Investment

机译:针桥过桥:长期管理基础设施投资的设计风险

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In 2003, the British Columbia Ministry of Transportation initiated a designrncompetition for the detailed design of the Needles Bridge crossing over Arrow Lake. Whenrnconstructed, this bridge will be the longest fixed link lake crossing in the province at arnlength of 1087 m. Arrow Lake was created in 1969 by the construction of the HughrnKennleyside Dam; and in 1967 a previous crossing design project was initiated butrnultimately was never advanced.rnThis paper describes the unique design methodology and risk management approachrnemployed during the recent design competition project, and presents some of thernsignificant challenges and constraints faced during alignment optimization. Geometricrndesign played a key role in the overall design economy of this large structure. Arnbathymetric survey was combined with conventional survey data and used to optimize thernsubsurface and shoreline horizontal geometry. The survey amalgamation improved thernoverall economy through minimized pier heights and optimal positioning of the navigationrnspan.rnGeotechnical and structural requirements were integrated early into the design process inrna true multi-disciplinary approach to design. Moreover, because the lake level is a functionrnof the downstream dam, the reality of significant water level fluctuations introducedrnadditional constructability constraints that required careful consideration by the designrnteam.rnThe resulting final design of the structure contains one horizontal curve and three verticalrncurves and is a successful blend of geometric, geotechnical and structural expertise. Thernrisk management strategies used throughout the course of the project significantlyrncontributed to keeping the design project on schedule and on budget. As a result, anrneconomical combination of superstructure, substructure, foundations and approaches wasrnintegrated together to provide a low life cycle cost alternative to the existing inland ferryrnservice on Highway 6 at Arrow Lake.
机译:2003年,不列颠哥伦比亚省交通运输部发起了一次设计竞赛,以设计穿越箭头湖的Needles桥的详细设计。这座桥梁建成后将成为该省最长的固定链接湖道口,全长1087 m。箭湖(Arrow Lake)是由HughrnKennleyside大坝的建设于1969年创建的; 1967年,一个先前的交叉设计项目启动了,但是从未进行过。本文描述了在最近的设计竞赛项目中采用的独特的设计方法和风险管理方法,并提出了路线优化过程中面临的一些重大挑战和约束。 Geometricrndesign在这种大型结构的整体设计经济中发挥了关键作用。 Arnthythymetric测量与常规测量数据相结合,用于优化地下和海岸线水平几何形状。通过将码头高度降到最低和优化导航跨度,此次调查合并提高了总体经济性。在真正的多学科设计方法中,将工程技术和结构要求尽早纳入了设计过程。此外,由于湖泊水位是下游大坝的功能,因此水位明显波动的现实引入了额外的可施工性约束,需要设计团队仔细考虑。最终结构的最终设计包含一条水平曲线和三个垂直曲线,并且是成功的融合几何,岩土和结构方面的专业知识。在整个项目过程中使用的风险管理策略极大地有助于使设计项目按计划和按预算进行。结果,上层建筑,下部结构,基础和方法的不良经济组合被整合在一起,以提供低生命周期成本的替代方案,替代了箭头湖6号公路上现有的内河渡轮服务。

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