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Tytuł artykułu

Application of hydrological and hydraulic models for hydrological data transfer

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Wybrane pełne teksty z tego czasopisma
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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
This paper presents an application of hydrological and hydraulic models for transferring instantaneous discharges from a water gauge station to budgeting sites on rivers. Calculations were done using the following models: MIKE NAM rainfall-runoff model and a hydrodynamic MIKE 11 HD model. The simulations were carried out for the catchment of Warta River and its tributaries for the multiyear period 1999–2009.
Słowa kluczowe
Czasopismo
Rocznik
Strony
690--705
Opis fizyczny
Bibliogr. 26 poz.
Twórcy
autor
  • Institute of Meteorology and Water Management, National Research Institute, Warszawa, Poland
Bibliografia
  • 1. Abbott, M.B. (1979), Computational Hydraulics. Elements of the Theory of Free Surface Flows, Pitman Publishing Ltd., London.
  • 2. Abbott, M.B., J.C. Bathurst, J.A. Cunge, P.E. O’Connell, and J. Rasmussen (1986a), An introduction to the European Hydrological System - Systeme Hydrologique Europeen, “SHE”. 1: History and philosophy of a physicallybased, distributed modelling system, J. Hydrol. 87,1-2, 45-59, DOI: 10.1016/0022-1694(86)90114-9.
  • 3. Abbott, M.B., J.C. Bathurst, J.A. Cunge, P.E. O’Connell, and J. Rasmussen (1986b), An introduction to the European Hydrological System - Systeme Hydrologique Europeen, “SHE”. 2: Structure of a physically-based, distributed modelling system, J. Hydrol. 87,1-2, 61-77, DOI: 10.1016/0022-1694(86) 90115-0.
  • 4. Abbott, M.B., K. Havnø, and S. Lindberg (1991), The fourth generation of numerical modelling in hydraulics, J. Hydraul. Res. 29,5, 581-600, DOI: 10.1080/00221689109498978.
  • 5. Crawford, N.H., and R.K. Linsley (1966), Digital simulation in hydrology: Stanford Watershed Model 4, Techn. Rep. 39, Stanford University, Paolo Alto, USA.
  • 6. Cunge, J.A. (1989), Recent developments in river modelling. In: Proc. Int. Conf. Hydraulic and Environmental Modelling of Coastal, Estuarine and River Water, September 1989, Bradford, England.
  • 7. Cunge, J.A., F.M. Holly, and A. Verwey (1980), Practical Aspects of Computational River Hydraulics, Pitman Publishing Ltd., London.
  • 8. DHI (2003), Mike 11, MikeNAM, MikeGIS User Guide and Scientific Documentation, Danish Hydraulic Institute.
  • 9. Fread, D.L. (1992), Flow routing. In: D.R. Maidment (ed.), Handbook of Hydrology, Ch. 10, McGraw-Hill, New York.
  • 10. HEC-RAS (2010), HEC-RAS river analysis system hydraulic reference manual, Version 4.1, U.S. Army Corps of Engineers, Institute for Water Resources, Hydrologic Engineering Center, 417.
  • 11. Kundzewicz, Z. (1985), Hydrological models of flood wave movement, Monografie Komitetu Gospodarki Wodnej, Warszawa (in Polish).
  • 12. Maidment, D.R. (1992), Handbook of Hydrology, McGraw-Hill Inc., New York.
  • 13. MIKE 11 HD (2003), A modelling system for rivers and channels. User guide, DHI Water and Environment.
  • 14. NAM (1990), NAM User’s Guide. Danish Hydraulic Institute.
  • 15. Nash, J.E. (1958), Determining run-off from rainfall, ICE Proc. 10,2, 163-184, DOI: 10.1680/iicep.1958.2025.
  • 16. Neitsch, S.L., J.G. Arnold, J.R. Kiniry, R. Srinivasan, and J.R. Williams (2004), Soil and water assessment tool input/output file documentation, Soil and Water Research Laboratory, Blackland Research Center, Texas Agricultural Experiment Station.
  • 17. Neitsch, S.L., J.G. Arnold, J.R. Kiniry, and J.R. Williams (2005), Soil and water assessments tool theoretical documentation, Soil and Water Research Laboratory, Blackland Research Center, Texas Agricultural Experiment Station.
  • 18. Okabe, A., B. Boots, K. Sugihara, and S.N. Chiu (2000), Spatial Tessellations - Concepts and Applications of Voronoi Diagrams, 2nd ed., John Wiley & Sons Ltd, Chichester.
  • 19. Ozga-Zielińska, M., and J. Brzeziński (1997), Applied Hydrology, Wyd. Nauk. PWN, Warszawa (in Polish).
  • 20. Preissmann, A. (1960), Propagation des intumescences dans les canaux et les rivières, 1er Congrès d’AFCALTI, Grenoble, France, 433-442.
  • 21. RZGW (2010), Warta water region general characteristics, Regionalny Zarząd Gospodarki Wodnej w Poznaniu, http://www.poznan.rzgw.gov.pl/pl/region-wodny/charakterystyka-ogolna (in Polish).
  • 22. Sarma, P.B.S., J.W. Delleur, and A.R. Rao (1973), Comparison of rainfall-runoff models for urban areas, J. Hydrol. 18,3-4, 329-347, DOI: 10.1016/0022- 1694(73)90056-5.
  • 23. SSARR (2002), Streamflow Synthesis and Reservoir Regulation Model, U.S. Army Corps of Engineers, Columbia Basin Water Management Division, http://www.nwd-wc.usace.army.mil/report/ssarr.htm.
  • 24. Szymkiewicz, R. (2000), Matematical Modeling of Flow in Rivers and Channels, Wyd. Nauk. PWN, Warszawa (in Polish).
  • 25. Wagener, T., D.P. Boyle, M.J. Lees, H.S. Wheater, H.V. Gupta, and S. Sorooshian (2001), A framework for development and application of hydrological models, Hydrol. Earth. Syst. Sci. 5,1, 13-26, DOI: 10.5194/hess-5-13-2001.
  • 26. Winchell, M., R. Srinivasan, M. Di Luzio, and J. Arnold (2008), ArcSWAT 2.0 Interface for SWAT 2005. User’s Guide, Soil and Water Research Laboratory, Blackland Research Center, Texas Agricultural Experiment Station.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-3fc88817-5ce7-4881-a2f2-264ab8b4f4bb
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