Affiliation:
1. University of Ljubljana
Abstract
Due to the lack of hydrological measurements in the torrential areas and smaller catchment areas of Slovenian rivers, in accordance with the European Floods Directive, we used an empirical equation to estimate the magnitude of a 500-year flood (Q500). In this paper, we critically evaluate the proposed empirical equations for estimating the Q500 discharge, as defined in the Slovenian Rules on the methodology for determining areas at risk of floods and related erosion of inland waters and the sea, and on the method of classifying land into risk classes. In this assessment, we use publicly available measured data from Slovenia’s hydrological monitoring network and data on extreme flows for selected Slovenian high dams, and thus compare the database with empirical equations for determining extreme flows in Europe and elsewhere in the world that are used for planning high dams. Although the reach of the Q500 flood line determines the area of residual flood danger, it makes sense to abandon the determination of extreme flows in Slovenia using empirical equations and move to a hydrological-hydraulic modelling system using modern software tools.
Funder
Javna Agencija za Raziskovalno Dejavnost RS
Subject
Geotechnical Engineering and Engineering Geology,Environmental Engineering
Reference35 articles.
1. ARSO (2013). Povratne dobe velikih in malih pretokov za merilna mesta državnega hidrološkega monitoringa površinskih voda. Sektor za analize in prognoze površinskih voda, Urad za hidrologijo in stanje okolja, Agencija Republike Slovenije za okolje, Ljubljana. 33 str. http://www.arso.gov.si/vode/podatki/Povratne%20dobe%20Qvk%2cQnp.pdf (in Slovenian) (Pridobljeno 25. 7. 2020)
2. Brilly, M., Kryžanowski, A., Šraj, M., Bezak, N., Sapač, K., Vidmar, A., Rusjan, S. (2018). Historical, Hydrological and Hydraulics Studies for Sustainable Flood Managament. V: Komatina, D. (ur.): Achievements and Challenges of Integrated River Basin Management, Chapter 5, 69-84. Rijeka: IntechOpen. http://dx.doi.org/10.5772/intechopen.74432.
3. Castellarin, A. (2007). Probabilistic envelope curves for design flood estimation at ungauged sites. Water Resources Research 43, W04406. http://dx.doi.org/10.1029/2005WR004384.
4. Chaves, L. G., Studart, T. M. C., Campos, J. N. B., Souza Filho, F. A. (2017). Regional envelope curves for the state of Ceará: a tool for verification of hydrological dam safety. Revista Brasiliera de Recursos Hidricos = Brazilian Journal of Water Resources 22, e29. https://doi.org/10.1590/2318-0331.021720160062.
5. Creager, W. P., Justin, J. D., Hinds, J. (1945). Engineering for Dams, Vol. I. General Design. John Wiley & Sons, New York.
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