首页> 外文会议>International Conference on Environmental and Engineering Geophysics; 20040606-09; Wuhan(CN) >Resistivity monitoring for internal erosion detection at Haellby embankment dam
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Resistivity monitoring for internal erosion detection at Haellby embankment dam

机译:Haellby堤坝内部电阻检测的电阻率监测

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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:内部侵蚀是筑堤大坝倒塌的主要原因之一。尽管如此,在全面结构中内部侵蚀的时间发展的知识是有限的。瑞典的一项日常田间电阻率测量研究现场监测计划的结果清楚地表明,堤坝的电阻率长期变化。结果表明,电阻率监测可以在早期阶段检测内部侵蚀的发展,因为电阻率变化是由材料的变化以及渗流的变化引起的。该方法可用于通常避免进行侵入式调查的地方。堤坝通常由低渗透性岩心,一个或多个周围的过滤器和支撑填料构成。实际上,沿坝顶的电极布局,或者最好是埋在岩心顶部的电极布局,是对现有坝体进行电阻率监测的最明智的方法。使电流流过导电芯很重要,这是研究的主要目标。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程序还必须能够处理大坝中发生的小电阻率变化。如果是这样,分析和比较储层和坝体内的季节性电阻率变化方案的方法能够识别出渗流异常的区域,在某些情况下还可以识别内部侵蚀。 Haellby是第一个获得永久安装的用于电阻率测量的监控系统的瑞典路堤。每天的测量已于1996年末开始。本文包含了Haellby长期时间序列的示例,以及分析此类监测数据时使用的一些评估和解释技术。在左路堤的特定区域中已经注意到电阻率增加和变化较大。

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