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Rehabilitation of the Diversion Tunnel Outlet Works at Cobble Mountain Reservoir Dam

机译:鹅卵山水库大坝引水隧洞出口工程的修复

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Construction of Springfield Water and Sewer Commission's Cobble Mountain Reservoir Dam, located in Granville, Massachusetts, was completed in 1931. For the past 75 years the reservoir has served as the primary drinking water source for the City of Springfield, Massachusetts and its surrounding communities. In 2001, a rehabilitation project was planned for the diversion tunnel high-pressure outlet works facility, which included replacement of two existing 42-in × 30-in Lamer-Johnson differential needle valves. The project also included rehabilitation of the two existing 40-in Escher Wyss rotary (ball) style guard valves. The outlet works operates under 200-ft of static head. The needle valves were replaced with 30-in diameter United States Bureau of Reclamation (USBR) style jet-flow gates, which discharge directly into the 1500-ft, long 12-ft diameter diversion tunnel. There were no isolation gates installed upstream of the guard valves in the original design of the dam and tunnel, so the valves could not be dewatered prior to disassembly. These conditions required the design of a unique non-entry mechanical plugging system, which allowed insertion of a 40-in diameter pneumatic bulkhead plug, from the gate chamber (in the dry), through the valve and into the upstream conduit. This was accomplished while the system was under 200-ft of static head. After the plug was inflated within the conduit, and mechanically restrained in the gate chamber, the guard valves could be dewatered and disassembled for rehabilitation in the dry. The new jet-flow gates and rehabilitated guard valves were put into service in August 2006. This paper describes the history, inspection, testing and evaluation of the existing valves and piping; project design objectives and details; construction techniques used; and the results derived from hydraulic testing of the new outlet works after commissioning.
机译:位于马萨诸塞州格兰维尔的斯普林菲尔德水和下水道委员会的鹅卵石山水库大坝于1931年完工。在过去的75年中,该水库一直是马萨诸塞州斯普林菲尔德市及其周边社区的主要饮用水水源。 2001年,计划对改道隧道高压出口工程设施进行修复,其中包括更换两个现有的42英寸×30英寸Lamer-Johnson差动针形阀。该项目还包括修复两个现有的40英寸Escher Wyss旋转(球)式防护阀。插座工作在200英尺静压头下。针阀被直径为30英寸的美国填海局(USBR)式射流闸门所取代,该闸门直接排入直径1500英尺,长12英尺的引水通道。在大坝和隧道的原始设计中,防护阀的上游没有安装隔离闸,因此在拆卸之前无法对阀门进行脱水。这些条件要求设计一个独特的非进入式机械堵漏系统,该系统允许将直径为40英寸的气动隔壁堵头从闸门腔(干燥时)穿过阀门插入上游导管。这是在系统处于200英尺静压头以下时完成的。在将塞子在导管内充气并机械地限制在闸室中后,可以对保护阀进行脱水和拆卸,以进行干燥修复。新的射流闸门和翻新的防护阀已于2006年8月投入使用。本文介绍了现有阀门和管道的历史,检查,测试和评估;项目设计目标和细节;使用的施工技术;调试后,对新出水口进行水压测试的结果。

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