Rehabilitation of the auxiliary and principal spillways on South River Dam 10A, Augusta County, Virginia

Alica J. Ketchem, G. Wright, M. Lyons, Steve Durgin
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Abstract

Abstract. In 1963, the USDA Natural Resources Conservation Service (formerly Soil Conservation Service) built South River Dam 10A, known locally as Mills Creek Dam, in Augusta County, Virginia, as a significant hazard dam. This multi-purpose structure included both flood control and municipal water supply. By 2005, the hazard classification of the dam changed to high because of the downstream development and the increased risk to public safety from a dam breach. The vegetated auxiliary spillway did not have the capacity, stability, or integrity to pass the probable maximum flood (PMF) event without breaching. There were also several problems with the principal spillway pipe outlet and riser. Rehabilitation of the auxiliary spillway included lowering the crest elevation to increase capacity and armoring the surface with articulated concrete blocks to achieve integrity and stability. Since poor water quality prevented use of the municipal water supply, the water supply component of the dam was removed. The original riser of the principal spillway was abandoned and a new riser was installed. The principal spillway pipe was slip-lined and the concrete outlet structure was replaced by a riprap plunge pool. Cooperation with multiple Federal, state, and local entities was an essential part of this project. The dam is located on USDA Forest Service administered land but is owned by Augusta County. A threatened plant species was found downstream of the site. The lake is a put-and-grow fishery; and there was a flood-monitoring gage in the dam embankment. NRCS completed rehabilitation of this dam in 2013.
修复南河大坝10A的辅助和主要溢洪道,奥古斯塔县,弗吉尼亚州
摘要1963年,美国农业部自然资源保护局(原土壤保护局)在弗吉尼亚州奥古斯塔县建造了南河大坝10A,当地称为米尔斯溪大坝,作为一个重要的危险大坝。这个多用途结构既包括防洪又包括市政供水。到2005年,由于下游开发和溃坝对公共安全的风险增加,大坝的危害等级改为高。植被辅助溢洪道不具备通过可能的最大洪水事件而不决口的能力、稳定性和完整性。主溢洪管出口和立管也存在一些问题。辅助溢洪道的修复包括降低波峰标高以增加容量,并用铰接式混凝土块覆盖表面以实现完整性和稳定性。由于水质差妨碍了市政供水的使用,大坝的供水部分被拆除。主溢洪道原有的立管被废弃,安装了新的立管。主溢洪管采用滑衬,混凝土出水口结构改为抛石泄水池。与多个联邦、州和地方实体的合作是这个项目的重要组成部分。大坝位于美国农业部林业局管理的土地上,但归奥古斯塔县所有。在该遗址的下游发现了一种受威胁的植物。这个湖是一个放养渔场;在堤坝上有一个洪水监测器。NRCS于2013年完成了大坝的修复工作。
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