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Resistivity monitoring for internal erosion detection at Haellby embankment dam

机译:Haellby堤坝内部侵蚀检测的电阻率监测

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Internal erosion is one of the major reasons for embankment dam failures. Despite this, the knowledge of the temporal development of internal erosion in full scale structures is limited. Results from a research field monitoring program by daily resistivity measurements in Sweden clearly show long term changes in resistivity in the embankment dam. The results indicate that resistivity monitoring can detect development of internal erosion at an early stage, as resistivity variation is caused by changes in the material as well as changes in the seepage flow. The method can be used where intrusive investigations are normally avoided. Embankment dams are generally constructed with a low permeable core, one or more surrounding filters and support fill. In practise, an electrode layout along the dam crest, or preferably electrodes buried in the top of the core, is the most sensible installation for resistivity monitoring on existing dams. It is important to pass the current through the conductive core, which is the main target of investigation. Moreover, the installation must be done in a way that allows high accuracy measurements. Monitoring equipment as well as data handling and monitoring routines must also be able to handle the small resistivity variations that occur in the dam. If so, methods of analysing and comparing the seasonal resistivity variation schemes in the reservoir and inside the dam body are capable of identifying areas with anomalous seepage, and in some cases also internal erosion. Haellby was the first Swedish embankment to get a permanently installed monitoring system intended for resistivity measurements. Daily measurements started to take place already in late 1996. This paper includes examples of long term time series from Haellby along with some evaluation and interpretation techniques used when analysing such monitoring data. Increasing resistivity and larger variations have been noticed in a particular zone in the left embankment.
机译:内部侵蚀是堤防大坝失败的主要原因之一。尽管如此,全规模结构中内部侵蚀的时间发展的知识有限。通过瑞典日常电阻率测量的研究现场监测计划显然显示了堤防大坝电阻率的长期变化。结果表明,电阻率监测可以在早期阶段检测内部腐蚀的发展,因为电阻率变化是由材料的变化以及渗流流的变化引起的。该方法可以在通常避免侵入性调查的情况下使用。堤坝通常用低渗透芯,一个或多个周围过滤器和支撑填充构造。在实践中,沿着挡柱的电极布置,或优选地埋在芯顶部的电极,是用于现有坝的电阻率监测的最明智的安装。通过导电核心传递电流是重要的,这是调查的主要目标。此外,必须以允许高精度测量的方式进行安装。监控设备以及数据处理和监控例程还必须能够处理大坝中发生的小电阻率变化。如果是这样,则分析和比较储层中的季节性电阻率变化方案和坝体内部的方法能够识别具有异常渗漏的区域,并且在某些情况下也是内部侵蚀。 Haellby是第一个获得旨在用于电阻率测量的永久安装的监控系统的牛排堤。 1996年末开始举行日常测量。本文包括从哈利比的长期时间序列以及分析这种监测数据时使用的一些评估和解释技术的实例。在左侧路堤的特定区域中已经注意到了提高电阻率和更大的变化。

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