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OVER 30 YEARS OF EXPERIENCE IN SEEPAGE AND DEFORMATION MEASUREMENTS OF KELAG ROCKFILL DAMS-STATISTICAL APPROACH

机译：超过30年的KELAG堆石坝渗流和变形测量经验-统计方法

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Karntner Elektrizit(a)ts-AG (KELAG) in Carinthia operates several hydropower plants with embankment dams, ranging from small structures of compensation basins to 100 m high rockfill dams. Most of the hydropower plants, producing electrical energy over decades, were designed and constructed by the senior engineers of KELAG. They also have been predominantly responsible for the safety of the hydraulic structures and have gained great experience in the application and interpretation of the instrumentation used for dam monitoring. Characteristic data on dam behavior is transmitted to the permanently manned control centre. Over the last fifteen years special software has been developed to raise the quality of dam surveillance and data management. The recorded data is important for the dam safety assessment of each dam for the whole lifetime of the structure. The yearly comparison of dam monitoring shows the differences in seepage or deformation. A case study of statistical calculation has been done with the Hochwurten dam, a fifty meter high rockfill dam with asphalt concrete lining.

机译：克恩顿州的Karntner Elektrizit（a）ts-AG（KELAG）运营着几座带有堤坝的水力发电站，范围从小型补偿盆地到100 m高的堆石坝。大多数数十年来产生电能的水力发电厂都是由KELAG的高级工程师设计和建造的。他们还主要负责水工建筑物的安全，并且在大坝监测仪器的应用和解释方面积累了丰富的经验。有关大坝行为的特征数据将传输到有人值守的控制中心。在过去的十五年中，已经开发了专用软件来提高大坝监控和数据管理的质量。记录的数据对于整个结构寿命期间每个大坝的大坝安全评估都非常重要。大坝监测的年度比较显示了渗流或变形的差异。对Hochwurten水坝进行了统计计算的案例研究，该水坝是一座50米高的带有沥青混凝土衬砌的堆石坝。

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来源
《Long Time Effects and Seepage Behavior of Dams》|2008年|432-442|共11页
会议地点 Nanjing(CN)
作者
J.Wilford; rnM.Pellant; rnM.Wicklow-Howard;
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作者单位

NEUSCHITZER F.@KELAG_K(a)rntner Elektrizitdts-AG (Carinthian Electricity Company Ltd.),Arnulfplatz 2,A-9020 Klagenfurt,Austria--;

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会议组织
原文格式 PDF
正文语种 eng
中图分类挡水坝;
关键词
Earthfill; rockfill dam; dam surveillance; seepage; piezometerstatistical analysis;

机译：填土；堆石坝大坝监测；渗漏;压力计统计分析;

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机译：基于渗流与应力-变形物理状态耦合的糯扎渡高土石坝固结分析
2. PRINCIPLES AND REQUIREMENTS OF A DAM WITH ASPHALTIC CORE - KELAG'S EXPERIENCE SPANNING A PERIOD OF MORE THAN 15 YEARS OF OPERATION [J] . Fritz Neuschitzer ANCOLD Bulletin . 2007,第136期

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OVER 30 YEARS OF EXPERIENCE IN SEEPAGE AND DEFORMATION MEASUREMENTS OF KELAG ROCKFILL DAMS-STATISTICAL APPROACH

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