References
- Apel H., Thieken A. H., Merz B., Blöschl G. (2006) A Probabilistic Modelling System For Assessing Flood Risks, Natural Hazards, 38, 295-308.
- Archer D., Foster M., Faulkner D., Mawdsley H. (2000) The Synthesis of Design Flood Hydrographs, Proc. Flooding: Risks And Reactions, CIWEM/ICE Conference, London, 45-57.
- Baptista M., Michel C. (1990) Influence Des Caracteristiques Hydrauliques Des Bies Sur La Propagation Des Pointes De Crue, La Houille Blanche, 2, 141-148.
- Ciepielowski A. (1987) Statistical Methods of Determining Typical Winter and Summer Hydrographs for Ungauged Watersheds, International Symposium on Hood Frequency and Risk Analyses, Department of Civil Engineering, Louisiana State University, Baton Rouge, 117-124.
- Ciepielowski A. (2001) Relationships Between Selected Elements of the Flood Hydrographs in Rivers, Journal of Water and Land Development, (5), 89-105.
- Criss R. E., Winston W. E. (2008) Discharge Predictions of a Rainfall-Driven Theoretical Hydrograph Compared to Common Models and Observed Data,Water Resources Research, 44, W10407, Doi:10.1029/2007WR006415
- Elshorbagy A., Simonovic S. P., Panu U. S. (2000) Performance Evaluation of Artificial Neural Networks for Runoff Prediction, Journal of Hydrologic Engineering, 5, 424-427.
- Gądek W., Srodula A. (2014), The Evaluation of the Design Flood Hydrographs Determined with the Hydroproject Method in the Gauged Catchments, Infrastruktura i Ekologia Terenów Wiejskich, Nr 2014/IV (3), 1355-1366.
- GądekW., Bodziony M. (2015) The Hydrological Model and Formula for Determining the Hypothetical FloodWave Volume in Non-Gauged Basin, Meteorology, Hydrology andWater Management, 3 (1), 3-10.
- Gądek W., Tokarczyk T. (2015) Determining Hypothetical Floods in the Odra Basin by Means of the Cracow Method and by Volume Formula, Infrastructure and Ecology of Rural Areas, IV/4, 1507-1519.
- Gądek W., Tokarczyk T., Srodula A. (2016) Estimation of Parametric Flood Hydrograph Determined by Means of Strupczewski Method in the Vistula and Odra Catchments, Journal ofWater and Land Development, 31 (X-XII), 43-51.
- Gądek W., Baziak B., Tokarczyk T. (2017) Nonparametric Design Hydrograph in the Gauged Cross Sections of the Vistula and Odra Catchment, Meteorology Hydrology and Water Management, 5 1, 53-61.
- Hayashi T., Nagamine Y., Nishida A. (1986) A Vibration Model to Describe the Lactation Curve of a Dairy Cow, Japanese Journal of Zootechnical Science, 57, 471-478.
- Hattermann F. F., Kundzewicz Z. W. (Ed.) (2010) Water Framework Directive: Model Supported Implementation. A Water Manager’s Guide, IWA Publishing, London.
- Krišèiukaitiene I., Baleˇzentis T., Galnaityt´e A., Namiotko V. (2015) A Methodology for Flood Risk Appraisal in Lithuania, Journal of Water and Land Development, (25), 13-22.
- McEnroe B. M. (1992) Sizing Stormwater Detention Reservoirs to Reduce Peak Flow, Hydraulic Engineering: Saving a Threatened Resource - in Search of Solutions, Conference Proceeding Paper, Reston. VA. ASCE., 719-724.
- MioduszewskiW. (2012) SmallWater Reservoirs - Their Function and Construction, Journal of Water and Land Development, (17), 45-52.
- Mioduszewski W. (2014) Small (Natural) Water Retention in Rural Areas, Journal of Water and Land Development, (20), 19-29.
- O’Connor K., Goswami M., Faulkner D. (2014) Flood Studies Update. Technical Research Report, Volume III. Hydrograph Analysis, 186 pp.
- Ozga-Zielińska M., GadekW., Ksiazynski K.,Nachlik E., Szczepanek R. (2002) Mathematical Model of Rainfall-Runoff Transformation - WISTOO, Mathematical Models of LargeWatershed Hydrology, Ed. Singh V. P., Frevert D. K., Water Resources Publications, LLC, Littleton, Colorado, 811-860.
- Pietrusiewicz I., Cupak A., Wałega A., Michalec B. (2014) The Use of NRCS Synthetic Unit Hydrograph and Wackermann Conceptual Model in the Simulation of a Flood Wave in an Uncontrolled Catchment, Journal of Water and Land Development, (23), 53-59.
- Strupczewski W. (1964)Equation of Flood Crest, Wiadomosci Słuzby Hydrologicznej i Meteorologicznej, 2 (57), 35-58.
- Vrijling J. K., Van Hengel W., Houben R. J. (1998) Acceptable Risk as a Basis for Design, Reliability Engineering and System Safety, 59, 141-150.
- Tokarczyk T., SzalinskaW. (2013) The Operational Drought Hazard Assessment Scheme - Performance and Preliminary Results, Archives of Environmental Protection, 39 (3), 61-77, Wałega A. (2013) Application of HEC-HMS Programme for the Reconstruction of a Flood Event in an Uncontrolled Basin, Journal of Water and Land Development, (18), 13-20.
- WMO (2008) Urban Flood Risk Management. A Tool for Integrated Flood Management.
- Zevenbergen C., Cashman A., Evelpidou N., Pasche E., Garvin S., Ashley R. (2011) Urban Flood Management, CRC Press London.