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Energy Optimization of WWTP
Frank, Ivo ; Sousedík, Milan (referee) ; Hlavínek, Petr (advisor)
Objectives of this bachelor thesis are to offer a brief tutorial on how to proceed with the energy audit of the wasterwater treatment plant and offer energy-efficient and economical alternatives to the technologies and equipment currently used for mechanical and biological wastewater treatment processes. Chapter with practical part of the thesis deals with possible applications of retreived knowledge on to operations of WWTP Mikulov in order to optimize its energy efficiency.
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WWTP´s in mountains areas
Frank, Ivo ; Plotěný, Karel (referee) ; Hlavínek, Petr (advisor)
Objectives of this master's thesis are to process review of technologies used to treat wastewater in alpine environment in Slovakia and in foreign countries. Thesis also includes mapping of situation of chosen alpine cottages in High Tatras. For cottages with unsuitable technology will be suggested more suitable solution.
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Parking house
Frank, Ivo ; Barnat, Jan (referee) ; Brosch, Petr (advisor)
The subject of this thesis is to design the main supporting structure of the parking house in the city of Olomouc. The object has 7 storeys and rectangural dimensions are 57,2m x 37,0m. The height of the structure is 19,2m. The hall is designed by cylindrical roof. Processed design option is a composite steel-concrete floor slab.
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The steel roof structure of a sport hall
Frank, Ivo ; Barnat,, Jan (referee) ; Štrba, Michal (advisor)
The subject of this bachelor’s thesis is to design the steel roof structure of a sport hall in the area of city Jihlava. The plan dimensions of the structure are rectangural 45.200 x 40.300 m. The height of the structure is 15.150 m. The hall is designed by cylindrical roof. The main load bearing structure is created by arch lattice frame. The width of the frame is 40.300 m. The spacing of frames is 9.000 m. Frames are connected by lattice purlins‘. Purlins’are arranged radially. Longitudal rigidity of the structure is provided by transverse wind braces and upper beams of the purlins‘. Roof covering is made of roof panels laid directly on the purlins‘. The cladding is made of panels too. In the front of the structure is the cladding made by self-supported structure, which is not part of this thesis.
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Parking house
Frank, Ivo ; Barnat, Jan (referee) ; Brosch, Petr (advisor)
The subject of this thesis is to design the main supporting structure of the parking house in the city of Olomouc. The object has 7 storeys and rectangural dimensions are 57,2m x 37,0m. The height of the structure is 19,2m. The hall is designed by cylindrical roof. Processed design option is a composite steel-concrete floor slab.
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|
|
WWTP´s in mountains areas
Frank, Ivo ; Plotěný, Karel (referee) ; Hlavínek, Petr (advisor)
Objectives of this master's thesis are to process review of technologies used to treat wastewater in alpine environment in Slovakia and in foreign countries. Thesis also includes mapping of situation of chosen alpine cottages in High Tatras. For cottages with unsuitable technology will be suggested more suitable solution.
|
|
|
Energy Optimization of WWTP
Frank, Ivo ; Sousedík, Milan (referee) ; Hlavínek, Petr (advisor)
Objectives of this bachelor thesis are to offer a brief tutorial on how to proceed with the energy audit of the wasterwater treatment plant and offer energy-efficient and economical alternatives to the technologies and equipment currently used for mechanical and biological wastewater treatment processes. Chapter with practical part of the thesis deals with possible applications of retreived knowledge on to operations of WWTP Mikulov in order to optimize its energy efficiency.
|
|
|
The steel roof structure of a sport hall
Frank, Ivo ; Barnat,, Jan (referee) ; Štrba, Michal (advisor)
The subject of this bachelor’s thesis is to design the steel roof structure of a sport hall in the area of city Jihlava. The plan dimensions of the structure are rectangural 45.200 x 40.300 m. The height of the structure is 15.150 m. The hall is designed by cylindrical roof. The main load bearing structure is created by arch lattice frame. The width of the frame is 40.300 m. The spacing of frames is 9.000 m. Frames are connected by lattice purlins‘. Purlins’are arranged radially. Longitudal rigidity of the structure is provided by transverse wind braces and upper beams of the purlins‘. Roof covering is made of roof panels laid directly on the purlins‘. The cladding is made of panels too. In the front of the structure is the cladding made by self-supported structure, which is not part of this thesis.
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