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CONSTRUCTION OF LOUISVILLE WATER COMPANY'S RIVERBANK FILTRATION TUNNEL AND PUMP STATION PROJECT

机译:路易斯维尔水务公司的河岸过滤隧道和水泵站项目的建设

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Through the process of Riverbank Filtration (RBF), the Louisville Water Company plans to obtain a higher quality source of water for their B.E. Payne Water Treatment Plant (WTP) by means of four collector wells located in the alluvial aquifer along the bank of the Ohio River. The collector wells are connected to a 2,850 L/s (65 mgd) pumping station by a 2,362 m (7,750 ft) long, 3 m (10 ft) finished diameter tunnel located in limestone and shale bedrock, which is approximately 45 m (150 ft) below the surface. High tunnel boring machine (TBM) production rates were achieved in this moderately weak bedrock; most of the tunnel only required support in the crown. An unanticipated water-bearing fault and unanticipated ground behavior proved challenging and required quick thinking to minimize impacts to construction. Tunneling conditions are discussed in detail, together with the methods used for overcoming the groundwater and ground behavior challenges. The tunnel is expected to be completed in April 2009.
机译:通过河岸过滤(RBF)的过程,路易斯维尔水务公司计划为其B.E.获得更高质量的水源。佩恩水处理厂(WTP)通过位于俄亥俄河沿岸冲积含水层中的四个集水井进行开采。收集器井通过长2,362 m(7,750 ft),直径3 m(10 ft)的石灰岩和页岩基岩中大约2 850 L / s(65 mgd)的抽油站相连,长约45 m(150) ft)在表面之下。在这个中等弱的基岩中,实现了高隧道掘进机(TBM)的生产率。大部分隧道只需要在顶部支撑即可。意外的含水断层和意外的地面行为证明具有挑战性,需要快速思考以最大程度地减少对施工的影响。详细讨论了掘进条件,以及用于克服地下水和地面行为挑战的方法。该隧道预计于2009年4月完工。

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