This diploma thesis deals with design documentation of New mixed-use building in Bruntál. The building is located in the centre of the Bruntál on the plot number 83/1. Regulatory plan defines this plot for construction. It is marked as SC – mixed-use residental plot. The building contains the main conditions of use – living, shopping, restaurant and administration. The building has 3 above-ground floors and 1 basement. At ground floor there is café and shop. At first floor there are offices and conference room. At second floor there are flats. In basement there is utility room, cellars, garage and storages. The café and shop is separated and has its own entrances. Horizontal and vertical load-bearing and non-load bearing structures are bulit of permanent formwork VELOX – perimeter load-bearing walls are sandwiches, internal load-bearing walls are of cast-in-place reinforced concrete, which is covered by permanent formwork. Non-load bearing walls are bulit of 2 boards of permanent formwork with inserted acoustic insulation. Vertical load-bearing structures are made of cast-in-place reinforced concrete, which is covered by permanent formwork. The building has concrete foundation strips and cast-in-place reinforced concrete stairs. The roof has got classical order of layers.

The topic of this Diploma thesis is the project documentation of the new hotel building in Moravany u Brna. Hotel is designed as a detached building with 3 floors. In the first floor you can find an entrance hall, administrative part, restaurant and its background and the technical background. Another floors serve as accommodation for the guests. The building is designed with traditional building materials.

This master's thesis deals with design and development of a system for measuring altitude (height above ground level) of flying objects. It describes theoretical background related to altitude measurements in avionics as well as various techniques of altitude measuring. The measurement is conducted by HMD (Height measuring device) - embedded system which uses barometric pressure sensor to measure altitude. The main part of this thesis is dedicated to ground unit - a server running custom set of applications. Using this server and radio link, it is possible to send control commands to HMD, receive data, and propagate data into web application. Furthermore server acts as a data storage and is able to process and analyse data. The thesis also discusses the precision of the measurement and the data output. System was tested and used during several glider aerobatics competitions.

This diploma thesis solves a hotel in Třebíč, street Svabinského. The hotel is designed as four-storey, building with a basement, with warm flat roof over the fourth floor and terrace on the fourth floor. The hotel has 20 rooms with a total capacity of 44 persons. In the hotel is a restaurant for guests hotel. External walls in basement are made of concrete blocks. External walls in above-ground floors are made of brick blocks Heluz with external thermal insulation. Plot is planar. Part of the design is thermal assessment, accustic assessment and fire safery assessment.

The aim of master´s thesis is a design of newly medical facility – psychiatric hospital for long – term mentally ill persons. This work aims to develop project documentation for building construction. The object is on almost flat terrain on the selected piece of land in a quiet part of city Czech Budweis. The house has two above ground and is partial basement. The object is designed in a technology of Heluz system. The construction of the roof consists warm flat roof. Tha main entrance is oriented to the east. The project documentation which is needed for a realization of a new psychiatric hospital in worked up with six structural details including. Drawing part processed in a computer program AutoCad.

The topic of this thesis is the processing documentation of a fitness center with another establishment of wellness and coffehouse. Building is situated on a sloping terrain in Odry. It's a public services. The building has two above-ground floors and one basement. The loadbearing structure is of cast-in-place concrete frame. The building is insulated by contact insulating system ETICS. Roofing is of flat roof. On the land is designed park with 15 spaces directly accessible from the driveway.

Diploma thesis deals with a new polyfunctional building with in the town Třebíč. The aim of this work is to develop design documents for building construction. It is detached building with five above-ground floors and one basement. Spaces that are used to operate on the first floor and second floor are operationally separated. Three floors are intended for occupancy 30 – 40 persons.

The topic of my final thesis is a design of a new building prison. The building is designed as prison with supervision. The building is situated on a flat terrain on the selected piece of land in a city of Jindřichův Hradec. The building has three above-gound floors and one underground floor. The building is designed of a cast-in-place reinforced concrete wall system. The roof is made as warm flat roof. The main entrance is west-facing. The project documentation which is needed for a realization of the new building is worked up with six structural details. Drawing part was processed in a computer program ArchiCAD.

The main aim of the thesis is to design a Kindergarten. It is situated on the west outskirt of the Havlíčkův Brod on the plot no. 653/1 in the cadastral area Havlíčkův Brod. The plot is sloped to the south. The building has two above-ground floors. The ground floor is cross shaped, and we can consist of it on four parts. Three are classrooms with locker room, sanitary facilities for children and bed storeroom. The last part is technical facilities (storerooms, halls, utility room, control room and room for serving food). On the first floor there are offices for teachers, staff room, director’s room, and locker room for employees (cooks, cleaners). Food will be imported to kindergarten. My project is designed like a masonry wall system from sand-lime blocks Silka. Non-load bearing walls are from aerated concrete blocks Ytong. Floor structures are designed as pre-stressed concrete panels. Roof above the ground floor is flat intensive green roof and roof above the first ground floor is flat extensive green roof. The building is heated by two gas boilers in the utility room and and the whole is forcibly ventilated according to two air-conditioning units. I use Archicad 22 for designing my Kindergarten.

Wetlands serve important ecosystem functions such as carbon sequestration but are often affected by disturbances like urban development, agriculture, and road building. For wetlands created to mitigate losses, it is important that the ecosystem functions successfully replicate those of natural wetlands. Created wetlands have frequently not provided these functions due to issues including low organic carbon (OC), high soil bulk density (BD), lost topsoil, incorrect hydrology, and failure of targeted vegetation establishment. Organic matter (OM) amendments help created wetlands attain these functions quicker, but, their long-term effects are seldom reported. This research's purpose was to measure the long-term effects of treatments at a sandy tidal freshwater wetland created in 2003 (WWE) and a fine-textured, non-tidal wetland created in 2002 (CCW). We tested OM treatments, topsoil amendment, and microtopography effects on soil and vegetation properties at WWE and OM treatments at CCW. Pedogenic changes in soil morphology, physical and chemical properties were detected by comparing data to previous studies at these sites. At both sites, litter and biomass parameters were measured to estimate total mass C. Herbaceous biomass was measured at WWE. At WWE, no long-term OM treatment effects from 78 or 156 Mg ha-1 were observed. Soils in pits had higher OC, lower BD, and lower chroma than soils on mounds. Sandy and loamy HSFI's developed at WWE within four years, but there were fewer sandy indicators after 12 years. Loamy HSFI's were lost at CCW from 2003 to 2016. Plots at WWE that were amended with topsoil had higher soil mass C than the sandy soil due to a finer texture, but total mass C did not vary. At CCW, long-term OM treatment effects were observed, including lower BD, higher soil mass C, and higher tree mass C with increasing compost rates up to 224 Mg ha-1. Overall, the ideal compost loading rate for constructed wetlands varied with wetland type and mitigation goals. Compost rates of 112 Mg ha-1 are sufficient for short term establishment of wetland vegetation and hydric soil properties, but higher rates near 224 Mg ha-1 may be required for effects that last over 10 years. / Ph. D.