2.5D resistivity modeling of embankment dams to assess influence from geometry and material properties

Abstract

Repeated resistivity measurement is a potentially powerful method for monitoring development of internal erosion and anomalous seepage in earth embankment dams. This study is part of a project to improve current longterm monitoring routines and data interpretation and increasing the understanding when interpreting existing data. This is accomplished by modeling various occurrences typical of embankment structures using properties from two rockfill embankment dams with central till cores in the north of Sweden. The study evaluates the influence from 3D effects created by specific dam geometry and effects of water level fluctuations in the reservoir. Moreover, a comparison between different layout locations is carried out, and detectability of internal erosion scenarios is estimated through modeling of simulated damage situations. Software was especially developed to model apparent resistivity for geometries and material distributions for embankment dams. The model shows that the 3D effect from the embankment geometry is clearly significant when measuring along dam crests. For dams constructed with a conductive core of fine-grained soil and high-resistive rockfill, the effect becomes greatly enhanced. Also, water level fluctuations have a clear effect on apparent resistivities. Only small differences were found between the investigated arrays. A layout along the top of the crest is optimal for monitoring on existing dams, where intrusive investigations are normally avoided, because it is important to pass the current through the conductive core, which is often the main target of investigation. The investigation technique has proven beneficial for improving monitoring routines and increasing the understanding of results from the ongoing monitoring programs. Although the technique and software are developed for dam modeling, it could be used for estimation of 3D influence on any elongated structure with a 2D cross section.

Using the resistivity method for leakage detection in a blind test at the Røssvatn embankment dam test facility in Norway

“…This distortion of vertical location is an example of the consequences of applying 2D inversion on resistivity data from measurements along dam geometries. Prior modelling studies investigated these effects more systematically (Sjödahl et al 2006). It is something that must be accepted as long as 3D inversion schemes are not available and practically usable.…”

Auscultation of a Dam for Mining Restoration in Quebec, Canada

“…porous or fractured zones). This technique is widely used to detect voids [37][38][39][40][41], underground water [42][43][44], fractural zone recognition [45][46][47][48][49][50][51][52][53][54][55][56][57], and mineral exploration [58,59]. The difference in resistivity between the target and its surrounding materials is a key factor to ensure this technique is viable.…”

Methodology Applied to the Diagnosis and Monitoring of Dikes and Dams

“…This technique allows a quality control of the image and a better interpretation of the result;  Creating optimized sequences of measurements to increase the quality of the information contained in the data (Tsourlos et al, 1999;Stummer et al, 2004;Sjödahl et al, 2006;Hennig et al, 2005);  Finding an optimized design of electrode location to focus the survey and increase the reliability of the inversion result (Fargier et al, 2010).…”