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Drake Lake Dam - a performance case history

机译:德雷克湖大坝-表演案例历史

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摘要

Drake Lake Dam was constructed during the summer of 2000 as part of the development of the Jim Edgar/Panther Creek State Fish and Wildlife Area in Cass County, Illinois. The earthen dam on a natural soil foundation has a length of 450 feet (137.25 m) and a height of 45 feet (13.73 m) with 3H:1V upstream and downstream slopes. The dam has a principal spillway structure consisting of a cast-in-place concrete drop inlet tower, a 36-inch (914.4 mm) reinforced concrete pipe (RCP) outlet pipe, and an impact-basin-type energy dissipater/outlet structure. Construction of the earthen embankment began in July 2000 and ended in September 2000. During the latter stages of construction, observed and measurable distress of the dam was detected in the inlet tower and RCP outlet pipe. The movement measured in the principal spillway intake tower and the 36-inch (914.4 mm) RCP was the result of lateral spreading and vertical cracks in the embankment dam, both in the downstream and upstream direction, due to rapid embankment filling over the soft, silty clay foundation soils. Redesign of the dam structure was required to account for these unexpected site conditions. Results of monitoring the dam during and after construction are presented.
机译:德雷克湖水坝于2000年夏季建成,是伊利诺伊州卡斯县Jim Edgar / Panther Creek国家鱼类和野生动物保护区发展的一部分。天然土壤基础上的土坝长450英尺(137.25 m),高45英尺(13.73 m),上游和下游坡度为3H:1V。大坝的主要溢洪道结构由现浇混凝土落水进口塔,36英寸(914.4毫米)钢筋混凝土管(RCP)出口管和冲击盆式耗能器/出口结构组成。土堤的施工于2000年7月开始,至2000年9月结束。在施工的后期,在进口塔和RCP出口管中发现了可观测到的可测量的大坝遇险情况。在主要溢洪道进水塔和36英寸(914.4毫米)RCP中测得的运动是堤坝在下游和上游方向上横向扩展和垂直裂缝的结果,这是由于在软土上快速填筑了堤坝,粉质粘土基础土壤。需要对大坝结构进行重新设计,以解决这些意外的现场条件。介绍了在施工期间和施工后对大坝进行监测的结果。

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