Abstract

AbstractActive heat injection and temperature monitoring are methods that may have potential for the detection of anomalous seepage at the interface between earth dams and concrete structures. A finite-element modeling investigation was conducted to assess the feasibility of using such a seepage-detection approach. Anomalous seepage at the interface between a clay and concrete structure was simulated by increasing the hydraulic conductivity in a 3-m-thick zone and imposing a range of hydraulic gradients. The results indicate that the heat-injection location would need to be less than 1.0 m from the interface to ensure seepage-related temperature deviations of 1.0°C or greater. Provided the heat-injection location is within 1.0 m of the interface, it is concluded that the interpretation of temperature data collected prior to, during, and following heat injection should be a feasible method for identifying locations of anomalous seepage. A simulation with realistic dam geometry, including seasonally varying...

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