TY - GEN N1 - 24 cm N2 - The variation of water velocity in an artificial dam reservoir is influenced not only by the inflow discharge, but also by the bathymetry of the reservoir and the water level at the dam. The depiction of spatially complex variations in flow velocity through a reservoir would not be possible without the use of hydrodynamic models. A reliable hydrodynamic model of the reservoir is an effective tool for predicting and analyzing changes in the reservoir geoecosystem in an age of changing climate and risk of water stress. A depth-averaged two-dimensional AdH model was used to visualize the hydrodynamics of the Włocławek Reservoir. Running the model for eight different hydrological conditions delivered consistent results and allowed to calibrate the model parameters. Additionally, it provided a way to verify the data regarding the rating curve of the Vistula River upstream the reservoir. L1 - http://www.rcin.org.pl/igipz/Content/237285/WA51_273542_r2022-t95-no4_G-Polonica-Tutro.pdf M3 - Text J2 - Geographia Polonica Vol. 95 No. 4 (2022) PY - 2022 IS - 4 EP - 386 KW - 2D hydrodynamic modelling KW - dam reservoir KW - model calibration KW - velocity map KW - AdH model KW - VistulaRiver KW - Włocławek Reservoir A1 - Tutro, Magdalena. Autor A1 - Hachaj, Paweł S. Autor A1 - Szlapa, Monika. Autor A1 - Gierszewski, Piotr. Autor A1 - Habel, Michał. Autor A1 - Juśkiewicz, Włodzimierz. Autor A1 - Mączka, Natalia. Autor PB - IGiPZ PAN VL - 95 CY - Warszawa SP - 371 T1 - Implementation of the AdH hydrodynamic model on the Włocławek Reservoir UR - http://www.rcin.org.pl/igipz/dlibra/publication/edition/237285 ER -