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首页> 外文期刊>Journal of Hydrology >Localization and quantification of leakages in dams using time-lapse self-potential measurements associated with salt tracer injection
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Localization and quantification of leakages in dams using time-lapse self-potential measurements associated with salt tracer injection

机译:使用与盐示踪剂注入相关的延时自势测量,对大坝中的泄漏进行定位和量化

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The self-potential method is the only non-intrusive method that is directly sensitive to the flow of the pore water in a porous material. We propose the use of a new protocol of self-potential measurements associated with a brine injection to locate leakages in earth dams and to quantify their permeability. Indeed, a brine solution injection upstream of an earth dam (in the assumed leakage zone) is able to change the electrical conductivity of the medium. In turn, this decreases the magnitude of the electrokinetic contribution of the self-potential signals that are related to the flow of the seepage water. The evolution of this anomalous self-potential signal (expected to be positive with respect to a reference state prior the salt injection) can be measured at the ground surface with a network of non-polarizing electrodes. The seepage flow inside the dam is localized from the evolution in space and time of the resulting transient self-potential signals associated with the transport of the brine. The mean permeability of the preferential flowpath can be determined. This method is first applied to a laboratory test to show how the passage of a salt tracer affects the self-potential response. Then, we apply this new methodology to a field test site (a dam with a proven leakage) located in the south of France. At this test site, self-potential mapping was first performed to locate the preferential flow path. Then, a network of non-polarizing electrodes was used to perform time-lapse self-potential measurements at the dam crest during a brine injection occurring upstream of the seepage zone. We used two lines of 16 non-polarizing electrodes each. From the time-lapse data, the permeability of the leaking area was estimated inside one order of magnitude.
机译:自电位法是唯一对多孔材料中的孔隙水的流动直接敏感的非侵入性方法。我们建议使用与盐水注入相关的自电位测量新协议来定位土坝中的泄漏并量化其渗透性。实际上,在土坝上游(在假定的泄漏区中)注入盐水溶液能够改变介质的电导率。继而,这减小了与渗水流有关的自势信号的电动势的大小。可以使用非极化电极网络在地面上测量此异常自电势信号的演变(相对于注盐之前的参考状态为正)。大坝内部的渗流是根据与盐水的运输相关的瞬态自电位信号在空间和时间上的演化来确定的。可以确定优先流动路径的平均渗透率。此方法首先应用于实验室测试,以显示盐示踪剂的通过如何影响自电位响应。然后,我们将此新方法应用于位于法国南部的现场测试站点(已证明泄漏的大坝)。在该测试地点,首先执行自电位映射以定位优先流路。然后,使用非极化电极网络在渗流区上游注入盐水的过程中,在坝顶进行延时自电位测量。我们使用了两行,每行16条非极化电极。根据延时数据,可以估计泄漏区域的渗透率在一个数量级内。

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