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With a view to protecting areas lying near the Nysa Kłodzka river and in order to reduce flood wave in Wrocław Waterway System, construction of a water reservoir near Kamieniec Ząbkowicki is being planned. After analysing the hydrology and hydraulics of the river Nysa Kłodzka and the function of reservoirs in Kamieniec Ząbkowicki cascade, a numerical seepage model, based on finite element method (FEM) and taking into account bedrock geology, drainage design and dam sealing, has been proposed. Bousinessq's mathematical model was used to calculate unconfined groundwater table and vector field of seepage velocity. Building a numerical terrain model and visualisation of the water table in GIS tools enabled presenting calculation results in 3-D space.
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Tom
Strony
65--79
Opis fizyczny
Bibliogr. 5 poz., rys., wykr.
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autor
autor
- Department of Geotechnics and Hydrotechnics, Wrocław University of Technology, Wybrzeże Wyspiańskiego 27, 50-370, Tomasz.Strzelecki @pwr.wroc.pl
Bibliografia
- [1] Feasibility Study for Kamieniec Ząbkowicki Reservoir, Unitek Polska, Wrocław 2005 (in Polish).
- [2] STRZELECKI T., KOSTECKI S., ŻAK S., Modelling flows through porous media, DWE, Wrocław 2008 (in Polish).
- [3] Hydrological documentation – Water reservoir Kamieniec Ząbkowicki on the river Nysa Kłodzka realised in the framework of “Programme for the Odra – 2006”, ODRA Konsorcjum Usług Inżynieryjnych i Unitek Polska Sp z. o.o., September 2004 (in Polish).
- [4] www.pdesolutions.com – A Flexible Solution System for Partial Differential Equations – FlexPDE v.6.
- [5] www.bentley.com – MicroStation 8Vi I Inroads software.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BPW8-0022-0006