Articles | Volume 370
https://doi.org/10.5194/piahs-370-171-2015
© Author(s) 2015. This work is distributed under
the Creative Commons Attribution 3.0 License.
the Creative Commons Attribution 3.0 License.
https://doi.org/10.5194/piahs-370-171-2015
© Author(s) 2015. This work is distributed under
the Creative Commons Attribution 3.0 License.
the Creative Commons Attribution 3.0 License.
On the possibilities of watershed parameterization for extreme flow estimation in ungauged basins
S. Kohnová
Department of Land and Water Resources Management, Faculty of Civil Engineering, Slovak University of Technology in Bratislava, Bratislava, Slovakia
B. Karabová
Department of Land and Water Resources Management, Faculty of Civil Engineering, Slovak University of Technology in Bratislava, Bratislava, Slovakia
K. Hlavčová
Department of Land and Water Resources Management, Faculty of Civil Engineering, Slovak University of Technology in Bratislava, Bratislava, Slovakia
Related authors
Ján Szolgay, Ladislav Gaál, Tomáš Bacigál, Silvia Kohnová, Kamila Hlavčová, Roman Výleta, and Günter Blöschl
Proc. IAHS, 373, 61–67, https://doi.org/10.5194/piahs-373-61-2016, https://doi.org/10.5194/piahs-373-61-2016, 2016
Short summary
Short summary
The design of hydraulic structures where storage is involved, requires estimates of joint probability distribution of flood volumes and flood peaks. The problem of choosing a joint distribution was so far approached more from a statistical point of view. In the paper the suitability of various copula models of this relationships was analysed with a particular focus on the type and seasonality of flood generation processes in a regional context.
K. Hlavčová, K. Kotríková, S. Kohnová, and P. Valent
Proc. IAHS, 370, 109–116, https://doi.org/10.5194/piahs-370-109-2015, https://doi.org/10.5194/piahs-370-109-2015, 2015
Short summary
Short summary
An evaluation of changes in the snow water equivalent (SWE) during the period of 1961- 2010 in the representative catchment of the mountainous regions in Central Slovakia is provided in this paper. Simulated values of the SWE by a conceptual semi-distributed rainfall-runoff model in different altitude zones were analysed. A decrease in the simulated data and the snow duration with significant decreasing trends in December, January and February were detected in the highest altitude zone.
J. Hall, B. Arheimer, G. T. Aronica, A. Bilibashi, M. Boháč, O. Bonacci, M. Borga, P. Burlando, A. Castellarin, G. B. Chirico, P. Claps, K. Fiala, L. Gaál, L. Gorbachova, A. Gül, J. Hannaford, A. Kiss, T. Kjeldsen, S. Kohnová, J. J. Koskela, N. Macdonald, M. Mavrova-Guirguinova, O. Ledvinka, L. Mediero, B. Merz, R. Merz, P. Molnar, A. Montanari, M. Osuch, J. Parajka, R. A. P. Perdigão, I. Radevski, B. Renard, M. Rogger, J. L. Salinas, E. Sauquet, M. Šraj, J. Szolgay, A. Viglione, E. Volpi, D. Wilson, K. Zaimi, and G. Blöschl
Proc. IAHS, 370, 89–95, https://doi.org/10.5194/piahs-370-89-2015, https://doi.org/10.5194/piahs-370-89-2015, 2015
J. Szolgay, L. Gaál, S. Kohnová, K. Hlavčová, R. Výleta, T. Bacigál, and G. Blöschl
Proc. IAHS, 370, 183–188, https://doi.org/10.5194/piahs-370-183-2015, https://doi.org/10.5194/piahs-370-183-2015, 2015
Short summary
Short summary
The design of hydraulic structures where storage is involved, requires estimates of flood volumes related to flood peaks. The problem was so far approached more from a statistical point of view. In the paper it was attempted to better understand the hydrological factors controlling this relationship. The suitability of various copula models of the relationships between flood peaks and flood volumes was analysed with a particular focus on the type and seasonality of flood generation processes.
J. L. Salinas, A. Castellarin, A. Viglione, S. Kohnová, and T. R. Kjeldsen
Hydrol. Earth Syst. Sci., 18, 4381–4389, https://doi.org/10.5194/hess-18-4381-2014, https://doi.org/10.5194/hess-18-4381-2014, 2014
Ján Szolgay, Ladislav Gaál, Tomáš Bacigál, Silvia Kohnová, Kamila Hlavčová, Roman Výleta, and Günter Blöschl
Proc. IAHS, 373, 61–67, https://doi.org/10.5194/piahs-373-61-2016, https://doi.org/10.5194/piahs-373-61-2016, 2016
Short summary
Short summary
The design of hydraulic structures where storage is involved, requires estimates of joint probability distribution of flood volumes and flood peaks. The problem of choosing a joint distribution was so far approached more from a statistical point of view. In the paper the suitability of various copula models of this relationships was analysed with a particular focus on the type and seasonality of flood generation processes in a regional context.
K. Hlavčová, K. Kotríková, S. Kohnová, and P. Valent
Proc. IAHS, 370, 109–116, https://doi.org/10.5194/piahs-370-109-2015, https://doi.org/10.5194/piahs-370-109-2015, 2015
Short summary
Short summary
An evaluation of changes in the snow water equivalent (SWE) during the period of 1961- 2010 in the representative catchment of the mountainous regions in Central Slovakia is provided in this paper. Simulated values of the SWE by a conceptual semi-distributed rainfall-runoff model in different altitude zones were analysed. A decrease in the simulated data and the snow duration with significant decreasing trends in December, January and February were detected in the highest altitude zone.
J. Hall, B. Arheimer, G. T. Aronica, A. Bilibashi, M. Boháč, O. Bonacci, M. Borga, P. Burlando, A. Castellarin, G. B. Chirico, P. Claps, K. Fiala, L. Gaál, L. Gorbachova, A. Gül, J. Hannaford, A. Kiss, T. Kjeldsen, S. Kohnová, J. J. Koskela, N. Macdonald, M. Mavrova-Guirguinova, O. Ledvinka, L. Mediero, B. Merz, R. Merz, P. Molnar, A. Montanari, M. Osuch, J. Parajka, R. A. P. Perdigão, I. Radevski, B. Renard, M. Rogger, J. L. Salinas, E. Sauquet, M. Šraj, J. Szolgay, A. Viglione, E. Volpi, D. Wilson, K. Zaimi, and G. Blöschl
Proc. IAHS, 370, 89–95, https://doi.org/10.5194/piahs-370-89-2015, https://doi.org/10.5194/piahs-370-89-2015, 2015
J. Szolgay, L. Gaál, S. Kohnová, K. Hlavčová, R. Výleta, T. Bacigál, and G. Blöschl
Proc. IAHS, 370, 183–188, https://doi.org/10.5194/piahs-370-183-2015, https://doi.org/10.5194/piahs-370-183-2015, 2015
Short summary
Short summary
The design of hydraulic structures where storage is involved, requires estimates of flood volumes related to flood peaks. The problem was so far approached more from a statistical point of view. In the paper it was attempted to better understand the hydrological factors controlling this relationship. The suitability of various copula models of the relationships between flood peaks and flood volumes was analysed with a particular focus on the type and seasonality of flood generation processes.
J. L. Salinas, A. Castellarin, A. Viglione, S. Kohnová, and T. R. Kjeldsen
Hydrol. Earth Syst. Sci., 18, 4381–4389, https://doi.org/10.5194/hess-18-4381-2014, https://doi.org/10.5194/hess-18-4381-2014, 2014
Cited articles
Baltas, E. A., Dervos, N. A., and Mimikou, M. A.: Research on the initial abstraction – storage ratio and its effect on hydrograph simulation at a watershed in Greece, Hydrol. Earth Syst. Sci. Discuss., 4, 2169–2204, https://doi.org/10.5194/hessd-4-2169-2007, 2007.
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.
Gray, D. D., Katz, P. G., Demonsabert, S. M., and Cogo, N. P.: Antecedent moisture condition probabilities, Proceedings of American Society of Civil Engineers, J. Irrig. Drain. Division, 108, 107–114, 1982.
Hall, J., Arheimer, B., Borga, M., Brázdil, R., Claps, P., Kiss, A., Kjeldsen, T. R., Kriauciuniene, J., Kundzewicz, Z. W., Lang, M., Llasat, M. C., Macdonald, N., McIntyre, N., Mediero, L., Merz, B., Merz, R., Molnar, P., Montanari, A., Neuhold, C., Parajka, J., Perdigão, R. A. P., Plavcová, L., Rogger, M., Salinas, J. L., Sauquet, E., Schär, C., Szolgay, J., Viglione, A., and Blöschl, G.: Understanding flood regime changes in Europe: a state-of-the-art assessment, Hydrol. Earth Syst. Sci., 18, 2735–2772, https://doi.org/10.5194/hess-18-2735-2014, 2014.
Hawkins, R. H. and Khojeini, A. V.: Initial abstraction and loss in the curve number method, Proceedings of Arizona Hydrological Society, 2000.
Hawkins, R. H.: Discussion of "Antecedent moisture condition probabilities" by D. D. Gray et al., J. Irrig. Drain. Eng., 109, 298–299, 1983.
Hjelmfelt, A. T., Kramer, L. A., and Burwell, R. E.: Curve numbers as random variables, Rainfall- Runoff Relationship Resources Publ., Littleton, CO, 365–370, 1982.
Hjelmfelt Jr., A. T.: Investigation of curve number procedure. Journal of Hydraulic Engineering Division, Am. Soc. Civ. Eng., 117, 725–737, 1991.
Jiang, R.: Investigation of runoff curve number initial abstraction ratio. MS thesis, Watershed Management, University of Arizona, Tucson, AZ, 120 pp., 2001.
Kohnová, S., Szolgay, J., Sol\'in, L', and Hlavčová, K.: Regional methods for prediction in ungauged basins. Key Publishing, Czech Republic. ISBN 80-87071-02-6, 113 pp., 2006.
Merz, R., Blöschl, G., and Parajka, J.: Raum-zeitliche Variabilität von Ereignisabflussbeiwerten in Österreich, Hydrologie und Wasserbewirtschaftung, 50, 2–11, 2006.
Mockus, V.: Chapter 21: design hydrographs, in: National Engineering Handbook, edited by: McKeever, V., Owen, W., and Rallison, R., Section 4, Hydrology, US Department of Agriculture, Soil Conservation Service, Washington, DC, 1972.
Rallison, R. E. and Cronshey, R. C.: Discussion to Runoff curve numbers with varying soil moisture, J. Irrig. and Drain. Div., ASCE, 105, 439–441, 1979.
Schneider, L. and McCuen, R.: Statistical guidelines for curve number generation, J. Irrig. Drain. Eng.-ASCE, 131, 532–533, https://doi.org/10.1061/(ASCE)0733-9437(2005)131:3(282), 2005.
Silveira, L., Charbonnier, F., and Genta, J. L.: The antecedent soil moisture condition of the curve number procedure, Hydrol. Sci. J., 45, 3–12, 2000.
Spál, P., Danáčová, M., Szolgay, J., and Hlavčová, K.: The estimation of direct runoff using the Curve Number Method (SCS CN) in the Vištucký creek catchment (in Slovak), Acta Hydrologica Slovaca, 12, 368–376, 2011.
USDA: Soil Conservation Service: National Engineering Handbook, Section 4 "Hydrology", USDA, Washington, D.C., 1985.
USDA: National Engineering Handbook, Section-4 Hydrology, USDA, Washington, D.C., 2001.
USDA: United States Department of Agriculture, Natural Resources Conservation Service: Part 630, Hydrology National Engineering Handbook, Chapter 9 Hydrologic Soil-Cover, Complexes, available at: http://www.nrcs.usda.gov/Internet/FSE_DOCUMENTS/stelprdb1043088, 20 July 2004.
Short summary
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.
This paper is devoted to the SCN-CN method. The aim of the study was to derive empirical...