PhD thesis solves problems of mutual comparison of real estate market prices with prices found out in a comparison way according to price regulations. The thesis is focused on real estates of type housing units, flats which are found within the area of former district city Havlíčkův Brod. From time point of view, years 2009 - 2014 were solved. Within this period, first of all data collection was under way followed by grouping information on separate trading in housing units, flats. Obtained market prices were consequently confronted with prices found out in a comparison way according to relevant price regulations. Obtained results were analyzed, this analysis was focused on chosen marks and their qualitative zones at separate indexes. Upon achieved results and newly gained knowledge, partial modifications or corrections in price regulations are proposed. Another output of this thesis is a proposal for introducing new coeficients. These make provision for difference of market and found out prices of housing units, flats in area of former district city Havlíčkův Brod in years 2009, 2010, 2011, 2012, 2013 and 2014. Thanks to this, common price is possible to estimate retrospectively with the help of price regulations. At the very conclusion of the thesis, these coeficients were applied in different former district city in Vysočina Region, in concrete terms in Žďár nad Sázavou. In this way, possible use of these newly proposed coeficients was introduced in other former district cities as well which is, nevertheless, necessary to be verified in practice or subject to other research.

This thesis describes the design and processing of project documentation multifunctional house. The multifunctional building is located in the central part of the city of Brno, in the district of Štýřice. This is a five-storey, basementless building with a flat roof on two levels. The building is based on foundations made of plain concrete. Supporting, peripheral and partition walls are designed from ceramic blocks POROTHERM. Ceiling construction is designed to be assembled of ceramic ceiling fittings MIAKO stored on POT beams. External walls of all floors are insulated using an external ETICS with thermal insulation made of mineral wool, which is replaced by XPS polystyrene used for plinth. Part of the facade is designed as ventilated, consisting of trusses of wood and sheathed by cladding panels CEMBRIT METRO. This architecturally divide the building into separate units. The building includes parts of the administrative, residential parts and parts for business purposes. On the first floor there are areas of common storage area of the apartment house, the main utility room, utility room. Furthermore, there is an administrative part, where are the reception facilities for reception, sanitary facilities for employees and office work. Part of the first floor is also a small shop with warehouse and facilities for employees. The second floor is a residential unit and the second part of the administrative unit. Third to the fifth floor is only residential and there are 6 residential units. All floors are connected by staircase and a wheelchair lift. In front of the building is designed parking lot for 20 cars. One of the parking space is wheelchair accessible.

The Wadden Sea off the coast of the southern North Sea is the largest coherent area of tidal flats worldwide. As a highly productive ecosystem it is of global importance, e.g. as nursery for fish and as a feeding and resting area for 10 – 12 million migratory birds following the East Atlantic Flyway. The outstanding ecological significance of this region corresponds to a high level of protection by EU directives and national law and by inscription as UNESCO World Heritage Site, all of which requires regular monitoring and assessment. Apart from the ecological aspects, the Wadden Sea is also of great importance for coastal protection. To survey the extensive, often inaccessible tidal area, remote sensing is essential and while mainly airborne techniques have been carried out for decades, now high-resolution satellite-borne sensors open up new possibilities relevant for monitoring and long-term ecological research. Especially satellite synthetic aperture radar (SAR) sensors offer a high availability of acquisitions as they operate largely independently of daylight and weather. The aim of the studies presented here was to explore the use of data from the TerraSAR-X satellite to record geomorphological structures and habitats for Wadden Sea Monitoring. More than 100 TerraSAR-X acquisitions from 2009 to 2016 were analyzed to distinguish various and variable surface types continuously influenced by tidal dynamics in the main study area, the tidal flats near the island of Norderney. Visual image interpretation supported by extensive in-situ verification proved to be a suitable and unsophisticated approach which is unspecific enough to identify mussel beds, fields of shell-detritus, gully structures, mud fields, and intertidal bedforms in the upper flats of the East Frisian Islands. The method proved to be robust against changes in geometry of acquisition and environmental influences. Several time series of TerraSAR-X data enabled to follow inter-annual and seasonal dynamics as well as event effects (Adolph et al. 2018). The high-frequency TerraSAR-X data revealed novel evidence of an intertidal bedform shift in an easterly direction during the study period. To this aim, an unsupervised ISODATA classification of textural parameters was developed to vectorize and compare the bedforms positions in a GIS (Adolph et al. 2017a). The same intertidal bedform area was chosen as test-site for comparison of different remote sensing methods, namely airborne lidar, satellite-based radar (TerraSAR-X) and electro-optical sensors (RapidEye) (Adolph et al. 2017b). High-resolution SAR data offer a relevant component for Wadden Sea Monitoring and Research, as they provide reliable, regular data with a high repetition rate. In particular, habitats with noticeable surface roughness, specific structures and textures are well reflected. Geomorphic Structures and their dynamics can be observed indirectly via detection of residual water trapped within. A comprehensive concept for Wadden Sea Monitoring however, requires automatized classifications and an integrative, multi-sensor approach (SAR, LIDAR, multi-spectral data, drones) in which different and complementary information, coverage and resolutions (spatial and temporal) contribute to an overall picture. The studies were carried out as part of the joint research project “Scientific monitoring concepts for the German Bight” (WIMO), jointly funded by the Ministry of Environment, Energy and Climate Protection (NMU) and the Ministry of Science and Culture (NMWK) of the Federal State of Lower Saxony. The findings have been published in Geo-Marine Letters 37/2 (2017) and in Remote Sensing 10/7 (2018).

The subject of the diploma thesis is to elaborate the project documentation of a newbuilt multifunctional building in Považská Bystrica. The multifunkcional building is designed as a three-storey without basemen. In the first ground floor there are dental and gynecological surgeries with facilites, a cafe and director's office. In the second there are office spaces with facilities for rent. On the level of the third floor there are two-rooms flats and one four-room flat, while there are also storage spaces for each of the flats. The building of the multifunctional house is based on reinforced concrete foundations. The vertical construction system consist of reinforced concrete perimeter walls and perimeter reinforced concrete columns in combination with an internal load-bearing walls of the reinforcing core of the building. The partition walls are designed as a plasterboard walls. The horizontal load-bearing structures are made of reinforced concrete prestressed panels. The roofing of the building is designed as a flat one-layer roof. The roof of the terrace consist of an extensive vegetation flat one-layer roof. The roofing of the awning at the main entrance to the building is design as a reinforced concrete monolithic console with one-layer flat roof a skylight. The building is insulated with the external thermal insulation composite system (ETICS). The façade of the communication core of the building is made of brick cladding. The rest of the façade is made of a thin layer white plaster.

The master project focuses on the design of a multifunctional apartment building situated in the new South quarter of Brno in the context of its urban development and also based on the urban and volumetric study titled Brno - new South quarter, published by Kancelář architekta města Brna (KAM). Brno, like most big cities, is struggling with suburbanization, therefore the current topic is to solve mainly the development in the city in a way that people do not need to leave beyond its borders. The main focus of this thesis is the design and research of the gallery-access apartment building with the gallery situated on the front facade. Part of the thesis is also separate book of analysis, that was made together with colleagues as an undergraduate project.

<p> In the study area, the South Saskatchewan River has a sandy bed (mean diameter .3mm) with irregularly-shaped braid bars termed sand flats. These range in length from 50 to 2000 m. The river has an average discharge of 220m^3/sec, with a mean annual flood of 1450 m^3/sec. The river has been dammed upstream of the study area since 1965, but little downcutting has occured. </p> <p> Ripples, sand waves and dunes are the equilibrium bedforms present . Ripples and dunes are well known , but sand waves are long , low bedforms with superimposed ripples, lack scour troughs, and occur at lower flow velocities than dunes . Foreset-type bars are also present , but are not equilibrium forms . They result from flow expansion around older topography. They occur at (1) channel junctions, (2) channel bends, (3) areas of channel widening, (4) places of vertical flow expansion . They deposit planar crossbeds. </p> <p> Large areas of the river have many sand flats with no major channels, and may even lack minor channels. These areas are termed sand flat complexes. Where a major channel curves around a sand flat complex, a large diagonal bar is deposited. It is mainly on the tops of these bars where new sand flats form. </p> <p> The major channels rarely exceed 5 m in depth, but may be 150m wide. They are floored by sinuous-crested dunes with sand waves and ripples along their margins. The dunes build up during floods (2 m maximum amplitude). Large dunes occur in the deeper channels. </p> <p> Three different morphologies of small sand flats, symmetric, asymmetric and side, have been recognized. Each type forms from a bar which becomes partly immobilized where it becomes emergent. The remainder of the bar front continues to advance around this emergent nucleus. The different morphologies result because of the control exerted by preexisting deposits on the shape of the initial bar. </p> <p> Larger sand flats lack these morphologies because they have been extensively modified. The major processes of modification are vertical, lateral, and upstream accretion by bars; linking of sand flats by bars; erosional action. The variable morphologies of larger sand flats reflect only their latest modification. The stratification of sand flats is mainly planar crossbed sets deposited by the bars. </p> <p> During the winter, a 60cm thick layer of ice covers the entire system. The sand flats are immobilized because their top layers of sediments are frozen. In some places, their surfaces are disrupted by fluid escape caused by high pore pressures generated by freezing. Flow proceeds down the channels under the ice. Rafting of cobbles and scouring around grounded ice blocks takes place at breakup. </p> <p> The facies sequences resulting from sedimentation in the river are mainly sandy. Those which are deposited by channels consist dominantly of trough crossbeds, but lone planar crossbed sets may be present, deposited by large bars. Facies sequences which include sand flat deposits have several sets of planar crossbeds stacked on top of one another. All sequences have a zone of small crossbeds and ripple cross-lamination near the tops, resulting from shallow water deposition. They are capped by one-half metre of muddy flood-plain deposits. </p> / Thesis / Doctor of Philosophy (PhD)

The goal of the thesis is firstly to get all the information about the initial state of solved block of flats, which is located on the street Merhautova 76/954 in Brno – Černá pole, in terms of constructions, energy consumption and initial state of heating system. In the second part of the thesis, where are discussed the possibilities of reduction of energy consumption, variant drafts of reduction of energy consumption and their financial costs and the choice of optimal variant. Third part deals with assement of solved block of flats in terms of sustainable built environment by using tool to rate buildings in terms of sustainable built environment - SBToolCZ, evaluation of possibility to use renewables. In the end are written summaries and recommendations.

The diploma thesis deals with the design and elaboration of the project documentation of a polyfunctional house with a café in Kyjov. The new building is located in the northern part of the city. It is a 4 floor object, partlial basement building with a saddle roof. The house is based on plain concrete slabs. The supporting peripheral and internal masonry is designed from POROTHERM brick blocks. In the cafeteria, an open layout is proposed using beams and columns. Ceiling structures are designed from the POROTHERM MIAKO system. The roof structure is designed with a truss with sheet metal cover. The perimeter walls in the 1PP are designed from blocks of loose formwork filled with concrete, which are insulated with extruded polystyrene. The building is functionally divided into 2 parts, each with its own entrance. The café is equipped with a vestibule, its own café, toilet for women and men with cabins for handicapped visitors and a background with a storeroom, dressing room and WC with a hall. The residential part consists of 4 garages and 6 apartments, 2 of which are adapted for the handicapped. The object is designed with natural ventilation. The object is barrier-free. In front of the building is proposed a parking space for 9 seats, 2 of which are designed for handicapped and 2 for apartment owners.

This work deals with a new building – block of flats on land no. 1799/1, 1800/1 cadastral Újezd u Brna, region Brno - venkov. This building contains 15 individual flats. The object is geometrically divided on central part with gabled roof and 2 side parts with hip roof. Slopes of roofs 10°. Building is designed as three-storey object without a cellarage, whence all three storeys are residential . The building is accessible from local road and it is possible to park a car next to the object in new-build parking place. Residential rooms are positively rotated to south and ventilated naturally. All the residential rooms are exposed to direct day light. Sidewalk and hard surface are treated as concrete and scrubbed pavement. Construction peripheral bearing masonry, interior bearing masonry and cross buntons effected from ceramic breeze-block POROTHERM. Ceilings plates are made of reinforced concrete. Staircase are made of reinforced concrete as well.

This thesis deals with the project planning and management of the construction of two houses of flats in Brno – Bystrc, Šemberova street. The houses of flats are designed as a newly built five floors above ground and one basement floor. The supporting system is made from brick ceramic blocks, underground floor is made of concrete blocks. This thesis processes technological project of building as preparation and building site equipment, use of machines necessary for implementation of the construction, monitoring and test plan, technological steps for basement walls of shuttering blocks. Finally, in this thesis dealt with time and cost of construction of houses of flats.