Spillway investigation and emergency repairs at Lower Carno reservoir

Q4 Earth and Planetary Sciences
Richard Williams, M. Hill
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引用次数: 1

Abstract

Lower Carno reservoir sits above Ebbw Vale in South Wales and provides raw water for supply to the local district. The reservoir was inspected in 2015 under the Reservoirs Act, 1975, resulting in various measures in the interests of safety. One of these measures was to take action to minimise uplift pressure beneath the masonry spillway chute. Investigations carried out in 2018 assessed the condition of the concrete beneath the masonry chute and identified the source of water upwelling in the channel. The concrete bedding beneath the channel floor had completely disintegrated, although the wall backing concrete was relatively intact. Reviewing the hydraulic loading on the structure identified that, even at moderate flows, the risk of plucking of masonry blocks and erosion of the embankment mitre posed a significant and credible threat to the safety of the reservoir. Hence the Undertaker, in conjunction with the qualified civil engineer (QCE), decided to drawdown the reservoir so that the spillway did not operate until works to safeguard the structure had been implemented. The paper describes the investigations, reservoir drawdown, dam safety management plan, key aspects of the spillway design and construction and wider implications for masonry chutes located on embankment dams.
下卡诺水库溢洪道调查和紧急维修
下卡诺水库位于南威尔士的埃布瓦河谷上方,为当地地区提供原水。根据1975年的《水库法》,该水库于2015年进行了检查,采取了各种安全措施。其中一项措施是采取行动,尽量减少砌体溢洪道溜槽下的升力。2018年进行的调查评估了砌体斜槽下的混凝土状况,并确定了渠道上涌的水源。水道底板下的混凝土垫层已经完全崩解,尽管墙底的混凝土相对完好。通过对结构水力荷载的分析,发现即使在中等流量的情况下,砌块的脱落和堤防斜面的侵蚀也会对水库的安全造成重大威胁。因此,承办人与合格的土木工程师(QCE)一起决定减少水库,以便在保护结构的工程实施之前,溢洪道不会运行。本文介绍了调查、水库蓄水、大坝安全管理计划、溢洪道设计和施工的关键方面,以及对位于堤坝上的砌体溜槽的广泛影响。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
Dams and Reservoirs
Dams and Reservoirs Earth and Planetary Sciences-Geotechnical Engineering and Engineering Geology
CiteScore
0.50
自引率
0.00%
发文量
30
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