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Lake Ogletree Spillway - Rehabilitation in the 'Holey' Land

机译:湖Ogletree Spillway - 'holy'土地的康复

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Lake Ogletree serves as the primary drinking water supply for the City of Auburn, Alabama. The dam and spillway were originally constructed in the 1940's and both have undergone several modifications over the years. Due to undermining of the existing overflow spillway, rehabilitation of the spillway system was considered necessary by the Water Works Board of the City of Auburn (AWWB) in order to reduce the risks associated with the aging system and protect the city's water resource interests. Alabama is the only state without a dam safety program. This provided the project with both challenges and opportunities. Most significantly, the designers had the opportunity to assist the AWWB with selecting a reasonable and justifiable design storm for the proposed spillway. The project included replacement of the existing 525-foot wide, thin slab, concrete broad-crested spillway with a 218-foot wide, 5.5 cycle labyrinth-crested chute spillway. The labyrinth spillway included four crest stages to match existing spillway outflows associated with storms up to the 100-year event. Three-dimensional computational fluid dynamics (CFD) analyses were performed to assess flow velocities within the proposed inlet channel. This modeling indicated a need for an armor-reinforced vegetation system in the inlet channel. During construction, large subsurface voids were encountered during excavation for the proposed spillway. This impacted the construction schedule and resulted in the need for coordination between the client, the contractor, and designer to plan and implement remediation strategies. Additional subsurface explorations of the site were performed to estimate the extent of the encountered voids. This exploration included the use of geophysical techniques, sonic drilling, and air track drilling. The rehabilitation work was completed in late 2017. The AWWB was selected to receive the 2018 ASDSO Southeast Regional Award of Merit for their efforts related to this project.
机译:湖Ogletree作为主要的饮用水供应的市阿拉巴马州奥本市的。大坝与溢洪道在1940年最初建造并且都经历了多年来一些修改。由于现有溢洪道的破坏,溢洪道系统的康复治疗,以减少与老化系统相关的风险和保护城市的水资源利益,认为有必要在市奥本(AWWB)的水务委员会。阿拉巴马州是一个没有大坝安全程序的唯一国家。这提供了机遇和挑战的项目。最显著,设计师有机会帮助AWWB与选择合情合理设计暴雨拟议溢洪道。该项目包括更换现有的525英尺宽,薄板坯,混凝土宽顶溢洪道与218英尺宽,5.5周期迷宫冠毛斜槽溢洪道。迷宫式溢洪道包括四名波峰阶段,以配合风暴达100年的事件相关联的现有溢洪道流出。三维计算流体力学(CFD)分析来提出的入口通道内评估流速。此建模指示需要在入口通道的装甲增强植被系统。在施工过程中,开挖拟议泄洪过程中遇到了较大的地下空洞。这影响了施工进度,导致需要对计划的客户,承包商和设计师之间的协调和实施补救策略。进行现场的附加次表层探索来估计遇到空隙的程度。这种探索包括利用地球物理技术,声波钻探和空气钻井的轨道。康复工作是在2017年后期的AWWB完成被选中获得优秀的2018 ASDSO东南地区奖,他们与本项目相关的努力。

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