Master´s thesis deals with the evaluation of the effectiveness and efficiency of the proposed flood protection measures in the affected area between the low Nové Mlýny reservoir and Pohansko weir at the Dyje river. The evaluation was done using the multicriteria decision analysis. The analysis was based on hydraulic calculations using 2D hydrodynamic model.

This diploma thesis deals with assessment of flood protection measures in Břeclav. Hydraulic calculations of proposal flood events were carried out using 2D numerical model of water flow. Several simulations took account of construction phases and different values of proposal discharge. The hydraulic calculations were computed for river Thaya including its relief branch. The results were processed in the form of inundation maps, depth maps and they were recorded in longitudinal profiles of rivers.

Diploma thesis deals with design of a flood protection a controlling structures with respect to problém of inner waters in the area of interest. The river reaches assessed are located mostly in the urban area of the city Letovice, more precisely from the junction of the Svitava and Křetínka river. The reaches are at kilometer 59,608 – 61,520 of the Svitava and kilometer 0-1,752 of the Křetínka river including the race between them. Program MIKE 11 (developed by Danish hydraulic institut) was used to calculate the water levels as nonuniform flow.

The Diploma Thesis consists of research and design part. The content of research part is description of dry reservoirs and theory of 2D modelling. The design part of the work deals with the hydrotechnical study of possibility of building a dry reservoir Blučina in two variants of designs of reservoir with objects. The design contains simulations of 2D numerical model of reservoir made in program SMS-SRH of both designed variants. The result is evaluation of both designed variants and recommendation of better option for a possibility of construction in the future in terms of the transformation of the century-flood wave.

The aim of this study was to analyze the Bechyňský stream with regard to the possible consequences of floods in this area. Furthermore, the removal of these consequences and propose new flood protection measures and recommendations. Finally, the work is a summary of the most suitable variant of flood protection. The work may help in future decision how to manage the flow of the Bechyňský stream and surroundings of it´s.

This master’s thesis deals with exploring present conditions in Maloměřice-Brno during floods which is followed by design of antiflood protective structures. Research uses coupled 1D/2D numerical model for flood discharges Q1, Q5, Q20 and Q100 computing. In the last step maps of hazard and draw documentation were made.

This thesis deals with the processing map multicriteria decision risk analysis on the basis of on available data in accordance with Directive 2007/60/ES and the methodology of the Ministry of Environment of the Czech Republic in 2012 on the selected location in the river Dřevnice at kilometer 2,340 to 16,633.

This thesis deals with the assessment of the current state of flood protection in Brno, Pisárky and the Staré Brno district on the Svratka river at km 37.053 to 41.116 and the subsequent design and assessment of flood protection measures. Hydraulic calculations were carried out using the coupled 1D / 2D numerical model of water flow to pass peak flows Q1, Q5, Q20, Q100 a Q100 unaffected. The results are processed in the form of inundation maps and drawing documentation.

Diploma Thesis deals with the studies of flood protection measures in locality of Brno - Žabovřesky. The work is mainly focused on the calculation of flood flows (Q1, Q5, Q20, Q100 a Q100 neovlivněný) in the area of interest and to proposal flood control measures. Simulation calculations are performed using a coupled 1D / 2D model of the flow of surface water in the bed of the river and its flood area. The results of hydraulic calculations were within the framework the work processed in the form of maps depths, velocity and inundation. Curves levels were indicated in the longitudinal profiles of watercourses.

Water is an integral part of our life and waterways and areas were and still are an essential part of the public space of our cities and municipalities. We can find public space in every seat and we meet with the water on many of them. The water in public spaces appears in a different form. Whether these are minor elements, such as fountains, drinking water features, or larger water flows and water area. The water in the public space has its indispensable role. It is well known that its presence has a great impact on the well-being of man. Despite the fact that water is really important in the Interior of human settlements, over the years, water has disappeared on many places from public spaces, due to the technical development and development of settlements. The development of human settlements and public spaces takes place constantly from the time they were established. In recent years, the viewpoint of their importance is significantly changing and lot of the seats are aware of their value. The public space is like a living room of the city, thus a representative place. That´s why, the reconstructions of public space are quite often in recent years with use of water elements. The phenomenon of water surfaces is a factor which affecting the sustainable development and quality of life. Public space is not only an important functional element in the big cities. It has a great importance for smaller municipalities too. And just on them the thesis is focused. Their public space is often neglected. As well as water features in the surrounding area, which are uncared-for or extinct. Water in the form of water courses or water bodies have a great potential, in which a lot of possibilities is hidden, with which you can work in the urbanized areas. The goal of this thesis is to find a new role for the watercourses and water areas to be integrated into public space and public space, thanks to this, become a representative and functional part of the village once again.