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Aim of the study Analysis of flood water flow through the Wrocław City Centre Hydrosystem before and after its modernisation. Material and methods Use of the MIKE21 numerical 2D hydrodynamic model supported by GIS tools. Use of historical floods hydrometrical data. Results and conclusions Chosen hydraulic characteristics were presented, including the distribution of water flow in channels of the hydrosystem and water table profiles for both variants with an evaluation of the investment’s influence. Maximum flow in the city section of the Odra river during the 1997 flood was verified.

HYDRODYNAMIC 2D MODEL OF THE CITY CENTRE HYDROSYSTEM OF THE CITY OF WROCŁAW AND ITS FLOOD CAPACITY ANALYSIS