Articles | Volume 370
https://doi.org/10.5194/piahs-370-171-2015
https://doi.org/10.5194/piahs-370-171-2015
11 Jun 2015
 | 11 Jun 2015

On the possibilities of watershed parameterization for extreme flow estimation in ungauged basins

S. Kohnová, B. Karabová, and K. Hlavčová

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Cited articles

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Banasik, K.: Catchment responses to heavy rainfall events in a changing environment, in: Prediction and Reduction of Diffuse Pollution, Solid Emission and Extreme Flows from Rural Areas–-Case Study of Small Agricultural Catchments, edited by: Banasik, K., Øygarden, L., and Hejduk, L., SGGW Press, Warsaw, Poland, 7–25, 2011.
Cazier, D. J. and Hawkins, R. H.: Regional application of the curve number method, Proceedings of Specialty Conference, Irrigation and Drainage Division, American Society of Civil Engineers, Flagstaff, AZ, abstract, 710, 1984.
Gaál, L., Molnar, P., and Szolgay, J.: Selection of intense rainfall events based on intensity thresholds and lightning data in Switzerland, Hydrol. Earth Syst. Sci., 18, 1561–1573, https://doi.org/10.5194/hess-18-1561-2014, 2014.
Grabau, M. R., Hawkins, R. H., Verweire, K. E., and Slack, D.C.: Curve numbers as random variables: empirical observations and implications for design and modeling, J. Am. Soc. Agr. Biol. Eng., in review, 2008.
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This paper is devoted to the SCN-CN method. The aim of the study was to derive empirical regional runoff CNs based on rainfall and discharge measurements for selected region in Slovakia. The CNs were treated as a random variable and were divided into three classes (I,II and III) with percentiles limits (0.10 and 0.90) of their distribution. A regional relationship for estimating coefficient λ was proposed. Finally, empirical regional runof curves with coefficient λ were derived.