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Open Access research with a European policy impact...

The Strathprints institutional repository is a digital archive of University of Strathclyde's Open Access research outputs. Strathprints provides access to thousands of Open Access research papers by Strathclyde researchers, including by researchers from the European Policies Research Centre (EPRC).

EPRC is a leading institute in Europe for comparative research on public policy, with a particular focus on regional development policies. Spanning 30 European countries, EPRC research programmes have a strong emphasis on applied research and knowledge exchange, including the provision of policy advice to EU institutions and national and sub-national government authorities throughout Europe.

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Investigation of the parameters controlling the crest settlement of a major earthfill dam based on the threshold correlation analysis

Pytharouli, Stella and Stiros, Stathis (2009) Investigation of the parameters controlling the crest settlement of a major earthfill dam based on the threshold correlation analysis. Journal of Applied Geodesy, 3 (1). pp. 55-62. ISSN 1862-9016

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Abstract

The factors which control the crest settlements of the Kremasta Dam (Central Greece), one of the highest earthfill dams in Europe, were analyzed on the basis of the threshold correlation. The latter is a new stochastic technique which permits to identify parts of time series which are highly correlated on the basis of the optimization of the correlation coefficient between two parameters in combination with a high-pass filter of gradually increasing width. Based on a unique, >35 years long monitoring record consisting of leveling data, reservoir levels and precipitation levels we formed three time series describing the parameters which may affect the dam geometry (fluctuations of the reservoir level, of the rate of change of the reservoir level and of the rate of rainfall) and a fourth time series describing the dam settlements (settlement index fluctuations). Threshold correlation analysis permitted to identify critical levels for each of the above three parameters influencing the dam settlements. It was found that none of the three parameters alone can explain excessive dam settlements, but if the critical values of the three parameters are at the same time exceeded (i.e. under a conditional Boolean probability), the rate of the settlements exceeds its critical value. This approach may prove useful for other dams, but also in the analysis of data in other fields of science and engineering.