The subject of this dissertation is the assessment and optimization of water distribution in the group water supply. The water supply networks are located in the Water Association of Babicko, former district of Uherské Hradiště, region of Zlín. The objective of this work is the unification of the entire documentation for all projects, creation of a hydraulic model of water supply network and subsequent verification of the existing capacities and pressure ratios. This work is particularly focused on the evaluation of pressure ratios at the highest and the lowest points of villages, whether they correspond to the legal limits, and subsequent design of a possible division to pressure zones.

The area of water reservoirs on Žlutý kopec is a unique site of a technical herritage, which has the potential to be attractive to the general public. Its uniqueness lies not only in the interiors of individual reservoirs, but also in the large flat areas of greenery, under which the reservoirs are hidden. Due to the size and location of the area within the city, it would be irresponsible to sacrifice it only for tourism and keep it closed to the public most of the time. Since I am of the opinion that the city of Brno has more than enough underground structures sacrificed to tourism, the aim of my work is to find a way to meaningfully integrate this area into the structure of the city, so that it becomes as much a daily part of it as possible.

The task was to design a new use for three former underground reservoirs on Žlutý kopec in Brno and its area. The main goal of the pre-diploma project was to define the use of reservoirs, which is reflected in the urban design. Connections, entrances to the area, the use of existing buildings and overall use of the area is part of the urbanism part. The main design itself contains the building of the information and visitor center, which allows access to the oldest and youngest reservoir. The design of the building uses different height levels in the area and connects the street level with the park level.

This Disertation deals with energetical audit of aqueduct. First part is dedicated to the current status in Czech Republic, but expecially abroad. Other part processes structure of energetical audit according to the knowledge gained and also from academic articles and set up an example, where this audit is made. Firts variant is energetically intensive water line and other variant is nergetically economical. Last part id dedicated to perform an energetical audit on real water line in Kateřinice village, Vsetín district.

The work deals with design of load-bearing structure of watertower. The solution include design and assessment of all main parts of watertower according to ČSN EN 1992 in the ultimate limit state and the serviceability limit state (crack limitation).