首页> 外文会议>Association of State Dam Safety Officials annual conference >FISH WEIR TO FLOOD CONTROL: RECONSTRUCTION OF AN HISTORIC NEW ENGLAND DAM
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FISH WEIR TO FLOOD CONTROL: RECONSTRUCTION OF AN HISTORIC NEW ENGLAND DAM

机译:鱼防洪:重建历史悠久的新英格兰大坝

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The majority of the nearly 3,000 dams in Massachusetts were originally constructed during the industrial revolution and in some cases during colonial times for the purpose of providing hydropower. Many of these dams are currently in poor or unsafe condition. In some cases, dams are in such disrepair that partial rehabilitation is not practical and complete reconstruction is necessary. The Hemlock Gorge Spillway Dike is located along the Charles River within the Hemlock Gorge Reservation in Newton, Massachusetts. The Dike, along with the adjacent Metropolitan Circular Dam, is used by the Massachusetts Department of Conservation and Recreation (DCR) for the purpose of flood control, recreation, and environmental benefit. The Dike is within a listed historic district and is also an integral feature of a beloved State Reservation. The 1906 Dike is believed to have been just one of a series of structures in the same general location, with earlier structures including mill dams and Native American fish weirs. The 1906 Dike was recently found to be in poor to unsafe condition. Leakage was observed to flow directly through large voids in the concrete structure. The Dike was observed to have overtopped during flooding in 2010. Also, flow could no longer be managed at the Dike as the stop logs had been completely silted in and could not be removed. The objective of the rehabilitation design was to completely remove the existing Dike and construct a new Dike within the existing footprint that would improve the operability of the dam for flood control and meet current dam safety standards. The new Dike would also need to preserve the historical integrity of the site. To accommodate these goals, a new concrete gravity structure was designed. The total structural height of the Dike ultimately measured in at 24 feet, which was surprising because the hydraulic height was closer to 12 feet. A pre-design soil boring revealed bedrock to be much deeper than anticipated. As a result, post-tensioned anchors were included in the new design. The project was designed, permitted, and constructed on an accelerated schedule. The Dike was successfully brought into service in October 2012.
机译:马萨诸塞州近3,000个水坝中的大多数最初是在工业革命期间建造的,在某些情况下是在殖民时期建造的,目的是提供水力发电。这些水坝中许多目前处于恶劣或不安全状态。在某些情况下,水坝严重失修,无法部分修复,必须进行全面重建。海姆洛克峡谷溢洪道堤防位于查尔斯河沿岸,位于马萨诸塞州牛顿的海姆洛克峡谷保留地内。马萨诸塞州的保护与娱乐部门(DCR)将大堤与相邻的大都会圆形水坝一起用于防洪,娱乐和环境效益。堤防位于受保护的历史悠久的地区内,也是心爱的国家保留地的重要组成部分。据信1906年的Dike只是同一地点的一系列结构中的一个,早期的结构包括磨水坝和美洲原住民的鱼堰。最近发现1906年的堤防状况恶劣至不安全。观察到渗漏直接流过混凝土结构中的大空隙。观察到该堤防在2010年洪水期间已超支。此外,由于停止记录已完全淤塞且无法清除,因此堤防无法再进行流量管理。修复设计的目的是完全拆除现有的堤防,并在现有的占地面积内建造一个新的堤防,这将改善大坝的防洪可操作性,并符合当前的大坝安全标准。新的堤防还需要保留场地的历史完整性。为了实现这些目标,设计了一种新的混凝土重力结构。 Dike的总结构高度最终测量为24英尺,这令人惊讶,因为液压高度接近12英尺。预先设计的土壤钻孔显示基岩比预期的要深得多。结果,新设计中包括了后张锚。该项目的设计,许可和建设均按加速进度进行。 Dike于2012年10月成功投入使用。

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