Abstract

The objective of this paper is to estimate water seepage from the upper reservoir of Azad pumped storage power plant (PSPP), based on combined geotechnical investigations and geostatistical methods. Azad PSPP has been located in Sanandaj Province in Iran. In order to select the optimum water tightening alternative, such as clay blanket, concrete cover (or concrete lining), geomembrane, asphalt cover etc, estimation of water seepage from the reservoir is essential. Six exploratory boreholes were drilled at the pumped storage reservoir area and permeability tests (Lugeon tests) were conducted in all of them. Records at the boreholes have been considered as the main source for seepage calculations. Due to expansion of upper reservoir and a few boreholes, distribution of permeability and permeability changes in the reservoir area is not indicator of reservoir. In this research using geostatistical method (Kriging), lugeon values have been estimated for walls of reservoir. According to correspondence between estimated permeability distribution and geological conditions, the estimated values are acceptable. In addition results show that in about 60% of tests, permeability is very high and potential of water seepage is very high. Seepage was estimated for reservoir by using both analytical (vedernikov method) and numerical method. Results from both methods are very close and the average of seepage is around 280000 m3/day. From the results and general geological considerations, seepage is concentrated at fault zones. Results show that by using appropriate permeability distribution, the estimated values of water seepage are reliable. Due to the high amount of water seepage and economic importance of water in this region, water tightening is necessary.

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