ASSESSING LOCAL PORE WATER VELOCITY ALONG PREFERENTIAL FLOW IN EARTHEN DAM USING SALT TRACER
Main Article Content
Abstract
The local pore water velocity along the preferential flow path signifies the hydraulic parameter responsible for erosion within an earthen dam. This study introduces an empirical approach to ascertain the local pore water velocity within the earth dam's leakage zones by monitoring the travel time of the salt tracer through the corresponding electric potential anomalies in the ground. The alignment of electric potential anomalies with the movement of the salt tracer plume over time was confirmed through experiments on a physical model coupled with numerical simulations. The pore water velocity, calculated based on the location of the maximum electric potential anomaly, demonstrated excellent agreement with the experimental value, with an error of under 6%. For illustrative purposes, a field-scale salt tracer test was conducted at a leaking earthen dam in Vietnam. The tracer breakthrough curve originating from the leakage point revealed that the seepage water's travel time is approximately 40 days. The results of electric potential anomalies over time indicate that the pathway of seepage flow from upstream to the leakage point forms a horizontal V-shape, with the local pore water velocity ranging from 1.7 to 9.9x10-5 m/s. These local pore water velocities are subsequently compared with the critical seepage velocity to assess in-situ information regarding the internal erosion status of the target dam.
Downloads
Article Details
Licensee MJS, Universiti Malaya, Malaysia. This article is an open-access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/).
References
Atkinson, T.C., Smith, D.I., Lavis, J.J., and Whitaker, R.J. (1973). Experiments in tracing underground waters in limestones. Journal of Hydrology, 19, 323–349.
Battaglia, D., Birindelli, F., Rinaldi, M., Vettraino, E., Bezzi, A. (2016). Fluorescent tracer tests for detection of dam leakages: The case of the Bumbuna dam - Sierra Leone. Engineering Geology, 205, 30–39.
Birk, S., Liedl, R., and Sauter, M. (2004). Identification of localized recharge and conduit flow by combined analysis of hydraulic and physio-chemical spring responses (Urenbrunnen, SW Germany). Journal of Hydrology, 286, 179-193.
Bolève, A., Janod, F., et al. (2011). Localization and quantification of leakages in dams using time-lapse self-potential measurements associated with salt tracer injection. Journal of Hydrology, 403, 242–252.
Evans, G. V. (1983). Tracer Techniques in Hydrology. Int. J. AppI. Radiat. Lsot, 34(I), 451-475.
Foster, M., Fell, R., & Spannagle, M. (2000). The statistics of embankment dam failures and accidents. Canadian Geotechnical Journal, 37(5), 1000-1024.
Freeze, R. A, Cherry, J. A. (1979). Groundwater. Prentice‑Hall, Englewood Clifs.
Goldscheider, N., Meiman, J., Pronk, M., & Smart, C. (2008). Tracer tests in karst hydrogeology and speleology. International Journal of Speleology, 37(1), 27-40.
Goltz, M., Etzer, T., Aufleger, M., & Muckenthaler, P. (2009, 12-23 October). Assessing the critical seepage velocity causing transport of fine particles in embankment dams and their foundation, Long term behaviour of dams proceeding of the 2nd international conference, Graz, Austria, (pp.479-484).
Ikard, S. J., Revil, A., et al. (2012). Saline pulse test monitoring with the self-potential method to nonintrusively determine the velocity of the pore water in leaking areas of earth dams and embankments. Water Resource Research, 48(W04201).
Käss, W. (1998). Tracing Technique in Geohydrology. Rotterdam, Balkema, 581.
Maineult, A., Bernabé, Y. (2005). Detection of advected concentration and pH fronts from self-potential measurements. Journal of Geophysical Research, 110(B11205).
Noraee‑Nejad, S., Sedghi‑Asl, M., Parvizi, M., Shokrollahi, A. (2021). Salt tracer experiment through an embankment dam. Iranian Journal of Science and Technology, Transactions of Civil Engineering.
Revil, A., Linde, N. (2006). Chemico-electromechanical coupling in microporous media. Journal of Colloid and Interface Science, 302, 682–694.
Revil, A., Naudet, V., Nouzaret, J., & Pessel, M. (2003). Principles of electrography applied to self-potential electrokineticsources and hydrogeological applications. Water resources research, 39(5), 1114.
Smart, C.C. (1988). Quantitative tracing of the Maligne karst system, Alberta, Canada. Journal of Hydrology, 98, 185–204.
Zhang, L., Peng, M., Chang, D., & Xu, Y. (2016). Dam Failure mechanisms and risk assessment. John Wiley & Sons Singapore Pte. Ltd.