Restoration of the extracted peat bog Soumarský most in the Šumava NP, Czech Republic, started in 2000 with blocking drainage ditches and increasing water table. There were installed 25 boreholes to measure water table fluctuations in monthly intervals. Around each borehole, vegetation record was made. Three specimens of Vaccinium oxycoccos and Andromeda polifolia, as typical peat bog species which disappeared during extraction, were planted. Moreover, seeds of the species were sown. Survivorship of the transplants and seedling emergence were related to the average water table and composition of vegetation around the boreholes. Results of the experiment showed capability of the species to be reintroduced by these ways. The ability to survive after four years was the highest around the water table of -14 cm. The plants mostly died in dry and too wet sites. This experiment shows the absence of species in the extracted peat bog is caused by dispersal, not habitat limitation. Results can be applied in next restoration attempts in this and comparable disturbed peat bogs.

The focus of this master thesis is on the phenomenon of neighborhood and social relations between residents of the housing estate Cerny Most. The main objective of this thesis is to determinate, what social relations and interactions are between residents of Cerny Most and how different are these relations and interactions between established residents and newcomers. The research is a combination of quantitative and qualitative approaches. The quantitative part is based on a survey, which is focused on determinates of neighborhood, for example the residential stability, the resident´s connection to Cerny Most and spending of free time in the locality depending on location of residence and length of staying in the location. Research is also focused on neighborly relations and social interactions between residents of Cerny Most, but also between established residents and newcomers. Research deals with the satisfaction in the place of residence, quality of neighborly relations, purposeful meeting of neighbors and involvement in the community life. The qualitative part is consist of field research, own photographs of the area and semistructured interviews which help to better understanding to detected areas. From the survey results, statistic calculations and semistructured interviews is compile the plastic image of neighborly relations and interactions between the residents of Cerny Most.

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The object of the diploma paper is marketing environment of Most region, analysis of its offer and current situation of tourism in the region. Based on learnt facts, the author aimed to recommend some concrete steps which can help to develop tourism in Most region.

The aim of this work is design and assessment of the box-girder road bridge on by-road of Bludov. Bridge is designed as composite steel concrete bridge with 5 spans with distances between supports of 31,25 m; 40,0 m; 60,0 m; 60,0 m and 40,35 m. Main bearing structure is designed as open steel box-girder with reinforced concrete deck. Box girder is braced with longitudinal and transversal bracings. Main structure is separated for each traffic direction. The bridge crosses river Morava and railway in 2nd and 3rd span, respectively. The category of road I/44 is S 21,5/100. The height of steel box girder is designed as 2,5 m. Bridge will be built by incremental launching method, with in-situ casted concrete deck afterwards. The bridge is designed according to current standards. Supporting elements are designed from steel of class S 355 and concrete of class C35/45.

Thesis deals with issue of „brownfields“ in mining sphere and their regeneration. The work is splitted into two parts, theoretical and practical. The theoretical part contains basic economic terms, relative to theme of the thesis and basic information about brownfields and their dividing. The practical part contains valorization of social-economical utilization on the study case of brownfield mining area Most-Ležáky in north side of Czech republic. The aim of this thesis is to assess, if is the revitalization of this specific brownfield, and similar brownfields, social-economically effective. The assessment contains social-economic benefits and costs of specified area revitalization.

The aim of the master thesis was a design of the steel-concrete composite road bridge for a main road in Ostrava. The part of the design was a variant design of the bridge which has theoretical spans equal to 44 m + 55 m + 44 m. Total span of the bridge is then 143 m. Two variants of the bearing steel structure are compared in the preliminary structural design, in the first one a twin-girder is designed and in the second one a box-girder bridge is assessed. The width of the bridge is 14 m and a launching of the bridge without temporary supports is chosen as the assembly method. The design of the bridge structure was carried out according to the valid standard ČSN EN. The final thesis contains variant design, structural design report, where a bill of quantities is stated, engineering report and drawings.

This master’s thesis is focused on the construction design of one-girder bridge crane for the LUVE – PLAST company. Construction design of the crane was developed in cooperation with the K-TECHNIK company, which carried out the production and installation of the crane bridge and the crane runway. The basic required parameters of the crane are: load capacity 8 000 kg, range 16 900 mm, minimum lift 4 650 mm. The crane, which construction is proposed in this thesis will be used for the exchange of forms of injection molding machines. The forms weight is about 7 000 kg. The aim of this work was to create a technical report with an analysis of construction choices solution with important technical and strength calculations. Calculations were made according to the Czech state standards and the literature dealing with the construction of bridge cranes. Further, the strength check of selected parts was made.

Idea of this diploma thesis is comparison of different diameters of piles which are used for bridge foundation. Diameters of piles are 1200 and 1500 mm in this case. Diploma thesis is about technical implementation, financial comparison. In outset you can read about possibilities of bridge foundation on water surface. In the end of this thesis there is described technological process of foundation for bridge across the dam Hričov.

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