首页> 外文会议>Canadian Dam Association annual conference 2011 : Surveillance and safety. >REHABILITATION OF THE GEORGE H. NICHOLS MULTI-PURPOSE DAM IN WESTBOROUGH, WORCESTER COUNTY, MASSACHUSETTS, USING ARTICULATED CONCRETE BLOCK (ACB)
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REHABILITATION OF THE GEORGE H. NICHOLS MULTI-PURPOSE DAM IN WESTBOROUGH, WORCESTER COUNTY, MASSACHUSETTS, USING ARTICULATED CONCRETE BLOCK (ACB)

机译:麻州马萨诸塞州沃斯特郡西韦斯特伯鲁的乔治·尼古拉斯多用途水坝修复工程,使用混凝土预制砌块(ACB)

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The George H. Nichols Multipurpose Dam is one often (10) dams, built between 1962 and 1987, in the Sudbury/Assabet/Concord (SoAsCo) Watershed. The Nichols Dam, which was constructed in 1970 in the Town of Westborough, Worcester County, Massachusetts, impounds flow from the Assabet River. The multi-purpose dam provides flood control and maintains a 380-acre pool for recreation. The contributing drainage area is 6.94 square miles with mixed land use, including forested uplands, open water and wetlands, agricultural, residential development, and industrial and commercial development. Since 1970, urban development upstream of the dam has increased the quantity of stormwater runoff, and predicted hydrologic conditions during design storm events now exceed US Department of Agriculture (USDA), Natural Resources Conservation Service (NRCS) performance and safety standards under current and full build-out watershed conditions. Design of rehabilitation measures were developed and include:1.Relocation and widening of the existing auxiliary spillway;2.Articulated Concrete Block (ACB) protection along the spillway exit channel;3.Reinforced concrete side walls;4.Reinforced concrete cutoff wall at the crest;5.Toe drain replacement; 6.CIP Rehabilitation of the existing CMP drawdown pipe (pond drain); and 7.Extension of the existing earthen dam embankment.Design of rehabilitation measures was completed in August 2010. The project is currently under construction; anticipated to be complete in October 2011. The purpose of this paper is to present the design methodology, procedures, and lessons-learned during construction; particularly as it applies to the ACB.
机译:乔治·尼科尔斯(George H.Nichols)多用途水坝是通常(10)个水坝,建于1962年至1987年之间,位于萨德伯里/阿萨贝特/康科德(SoAsCo)分水岭。 Nichols大坝建于1970年,位于马萨诸塞州伍斯特县的Westborough镇,蓄水来自阿萨贝特河。多功能水坝提供防洪功能,并维持一个380英亩的休闲池。排水面积为6.94平方英里,土地混合使用,包括森林高地,开放水域和湿地,农业,住宅开发以及工业和商业开发。自1970年以来,大坝上游的城市发展增加了雨水径流的数量,设计风暴事件期间的预测水文条件现已超过美国农业部(USDA),自然资源保护局(NRCS)在当前和全部条件下的性能和安全标准。建立分水岭条件。制定了修复措施的设计,包括:1.对现有辅助溢洪道进行搬迁和扩建; 2.沿溢洪道出口通道的铰接式混凝土砌块(ACB)保护; 3 ..钢筋混凝土侧壁; 4 .. 5,更换脚趾排水管; 6.对现有的CMP排水管(池塘排水)进行CIP修复; 7,现有土坝堤防的扩建。修复措施的设计已于2010年8月完成。预计将于2011年10月完成。本文的目的是介绍在施工过程中的设计方法,步骤和经验教训。特别是适用于ACB。

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