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The comparison of two waste water treatment systems - constructed wetlands and mechanical.
Dudíková, Kristýna ; Benešová, Libuše (advisor) ; Vymazal, Jan (referee)
This thesis is focused to the comparison of two wastewater treatment systems - constructed wetlands and mechanical-biological wastewater treatment plant. The main goal of the theses is to compare two types of wastewater treatment systems and to evaluate hypothesis that constructed wetlands are cheaper and more efficient than mechanical-biological wastewater treatment plant. To be able to compare two various wastewater treatment systems 18 (9 constructed wetlands and 9 mechanical-biological plants, three size groups of both types of plants) wastewater treatment plant were chosen and compared. The treatment effectiveness, investment and operating costs, advantages and disadvantages of both the systems were compared. The information about all individual systems was obtained from the local municipalities, operators and partially from the Ministry of Environment of CR. Obtained data involved treatment technology, amount of annual treated water, building data and capital and operating costs. In some waste water treatment plant (WWTP) the water samples were taken and the analyses of chosen parameters (not measured in WWTP) were done. Once in 2010 year the samples of water, sediments and sludges were taken and the analyses of heavy metals was done. For assessment of operational problems in constructed...
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The influence of number of visitors on water quality in a public natural swimming pool
Dragoun, Jan ; Vymazal, Jan (advisor) ; Dvořáková Březinová, Tereza (referee)
Abstract The thesis is divided into theoretical and practical parts. The theoretical part describes the habitat, plants that provide clean water, as well as the revitalization of the area devoted to the description of the former wastewater treatment plant in the cadastral Radotín and the legislation subject to the available sources. The practical part describes the operation of the habitat, comparing the number of visitors to the habitat quality of water. In this thesis we evaluate the results of laboratory tests which were evaluated by decree limits no. 238/2011 Sb., on the hygienic requirements for swimming pools, saunas and hygiene limits of sand in sandboxes outdoor playgrounds.
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Sludge Pumping on WWTP
Fadrný, Tomáš ; Medek, Jaroslav (referee) ; Boráň, Jaroslav (advisor)
This diploma thesis deals with the best solution design for a sludge fitting, especially focusing on the right choice of pumps for the waste water treatment plant in Prostějov. The pumps were selected for a circulation pipeline, which heats up the sludge. Several measurements were carried out in order to determine the statistical evaluation of the properties of the pumped medium. The figures gained were used to calculate pressure losses.The diploma thesis is divided into two parts. The first part provides a theoretical analysis of the problem and the second part presents the results and subsequently the reasoning for the new selection of pumps in order to change the WWTP technology from the mesophilic to the thermophilic sludge digestion. The test records describing the testing of the individual samples of the pumped sludge are attached.
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Sewerage and WWTP Křelov, Břuchotín-building technology project
Novák, Jan ; Štěrba, Martin (referee) ; Henková, Svatava (advisor)
The subject of my work is to lower construction site waste water treatment plant Křelov - Břuchotín. In more detail, I focused mainly on the implementation of the circular tanks sewage treatment plant. These tanks prescription processing technology formwork and concreting circular tanks. It also contains a technical report, technical report building equipment, a study of the main technological stages of the building, site, design of mechanical assembly, inspection and test plan solved the technological regulation and scheduling.
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Combined cast-in-place structure of WTP
Holoubek, Jan ; Šiška, Radek (referee) ; Strnad, Jiří (advisor)
Master's thesis deal with the design and static analysis of supporting structures of main underground reinforced concrete tank located in Combined cast-in-place structure of WTP in Kořenec. The tank has dimensions of 9.5 x 9.5 m and the is divided into four sub-tanks by internal walls. Supporting structures, foundation slab, external and internal walls and ceiling slab, were verified for limit state design requirements for concrete members. Verification of serviceability limit state and crack control of width was made.
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Energy balance in wastewater treatment plants
Novotný, Jan ; Raclavský, Jaroslav (referee) ; Hluštík, Petr (advisor)
This masters thesis is dealing with energetic evaluation of selected municipal WWTP – WWTP Polička. First chapter, introduction explains basic terms and goals of thesis. Second chapter explains energy audit, energy audit process its scope and contents. Third chapter deals with assesing life cycle using LCA (life cycle assesment). Fourth chapter deal with energy consumption at WWTP in Czech Republic as well as in the world. Fifth chapter describes technology of WWTP Polička and its fundamental objects. Sixth chapter is assesment of WWTP Polička from hydraulic point of view and assesment of selected machinery. Further there is summation of capital and operational costs followed by capital investment return.
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Energy Performance of sewerage networks
Žďára, Jan ; Hluštík, Petr (referee) ; Raclavský, Jaroslav (advisor)
First section of this master thesis is background research of energy demand of sewer systems. Intrudoctory chapter explains basic concepts. Second chapter is dealing with Czech and European legislation concerning energy consumption of water service. Third chapter describes energy demand of sewer systems. In this chapter there are described conventional gravity, vakuum and pressure sewer systems and components with major power consumption. Fourth chapter describes actual state of energy demand of WWTP and possible ways of improving power consumption of WWTP. Second section is a review of energy consumtion of vacuum systems of five different municipalities including one WWTP. Measured and evaluated outputs were used to create energy audit methodology for sewer systems.
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Level scraping systems of settlement tanks
Rusník, Tomáš ; Hort, Filip (referee) ; Brandejs, Jan (advisor)
Main topic of this bachelor thesis is analyse of settlement tanks scraping equipements in sewage plants. Settlement tank at the wastewater treatment plant is part of the so-called bio-lines, which is used for the separation of activated sludge from waste water. Activated sludge settles in the settling zone. Part of the sludge flotates to the surface of the tank, usually in the space between the inflow cylinder and overflow edge, respectively. This sludge, biological or chemical origin, may, at the massive occurrence, outflow to the recipient and causes worse quality of the effluent. The sludge is therefore necessary to remove from surface of the settlement tank. Some of the different systems of sludge collection have been developer during last decades. The equipments and their function are descriped in my work.
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CONSTRUCTION TECHNOLOGY STUDY OF NEW FAMILY HOUSE LEŠTINA.
Drábek, Martin ; Nečasová, Barbora (referee) ; Kovářová, Barbora (advisor)
The aim of bachelor´s thesis is the construction and technological studies and selected technical prescriptionts for a new house multigenerational family house in Leština at Herálec. Bachelor´s thesis contains technical prescriptionts, and their corresponding control test plans, also includes time and financial plan for stage of coarse substructure, the resolution of wider transport relations, project construction site equipment, catalogue of used machinery, balance the deployment of workers, drawings movements mechanical assemblies, health and safety plan, and the seminar work for the design of wastewater treatment plant.
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Sewage pumping station
Čožík, Martin ; Perla, Jan (referee) ; Strnad, Jiří (advisor)
The subject of my bachelor’s thesis is static design of a sewage plant reservoir, dimensioning and examination of the construction part for Capacity Limit State and Applicability Limit State. Design documentation is included in the project. The aim of this thesis was to design the reservoir in such a way that there would be no cracks in the concrete. The calculations were carried out in accordance with Eurocode 2.
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