Seepage Monitoring And Internal Erosion Detection Using DTS

Bergeforsen Dam – Embankment Dam Case Study
May 24, 2016
DTSS Used As Early Warning System For Land Subsidence
May 24, 2016

SEEPAGE MONITORING AND INTERNAL EROSION DETECTION USING TEMPERATURE

Temperature measurements for seepage monitoring is gaining rapid acceptance as a method for monitoring seepage in embankment dams. This method has been used successfully especially in Sweden, where HydroResearch has introduced and improved the method and the evaluation.

Temperature measurements have successfully been used in about 30 Swedish dams since 1987, both for limited monitoring/ investigations and for long term monitoring. The method is now recommended in the Swedish Guidelines for dam monitoring. One of the key tools for the measurement of temperature is the introduction of fibre optic distributed temperature measurements that started in 1998.

The seepage monitoring method uses the natural seasonal temperature variations that occur in all surface water (such as lakes, reservoirs and rivers). The seepage flow causes a seasonal temperature variation inside the dam. This seasonal temperature variation can be measured in the dam and used to evaluate the seepage flow through the dam. Temperature measurements can detect seepage flow changes, i.e. internal erosion.

tech-talk

The fundamentals for the methods are:

  • Seasonal temperature variation in the water creates seasonal temperature variation inside the dam.
  • Larger seasonal temperature variations and shorter time lag between the temperature in the water and inside the dam indicate higher seepage.
  • Increasing seepage causes increased annual temperature variation, and shorter time lag between the temperature in the water and inside the dam

Generally, a constant temperature will be a sign of a small seepage, while large seasonal variations may be sign of significant seepage. At increasing seepage flows the temperature in the dam will be changed, and the seasonal variation will increase. This variation is dependent on seepage flow, the seasonal variation at the inflow boundary, and the distance from the boundary to the measuring point. Evaluation can made by FEM simulations of the temperature field, or by using DamTemp, which provides a more efficient way of seepage evaluation, appropriate for most dam applications.

To discuss your particular requirements please contact Sensornet or visit HydroResearch at www.hydroresearch.se or call them on +46 8 756 4950.

Nova Metrix