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Chang, Jiang. "A General Investigation of Shanghai Sewerage Treatment System." Thesis, Högskolan i Halmstad, Sektionen för ekonomi och teknik (SET), 2011. http://urn.kb.se/resolve?urn=urn:nbn:se:hh:diva-15662.
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As a modern metropolis, Shanghai has a registered population of 18.8 million in 2011, and the permanent population has been more than 20 million. As a result, Shanghai produces more than 6.3 million cubic meters of sewage per day which is considered as a massive test for Shanghai’s sewerage treatment system. Given the high proportion of time spent on the literature review, this study has investigated how the whole system works in Shanghai. To do this, Shanghai sewerage systems were divided into two parts – the drainage system and the sewage treatment system, and they were introduced respectively following the track of history development process. It was done by combining previously published theses, study reports, governmental documents, overt information by companies and news reports. It showed that, in 2009, Shanghai’s government established a basic formation of six centralized sewage treatment systems in co-existence with 52 sewage treatment plants. In the same year, the sewage treatment rate reached 78.9%, which can be considered a leap compared with the 62.8% figure in 2003. In spite of that, the gap between sewage treatment in Shanghai and that in developed countries still exists. By comparing Shanghai Bai Longgang sewage treatment plant with Halmstad Västra Stranden's waste water treatment plant, it can be concluded that the gap was embodied in differences of inflow condition, relative low discharge standards and poor treatment capability.
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Chilibeck, Barry Michael. "Operation and diagnostics of wastewater treatment facilities using an expert system." Thesis, University of British Columbia, 1990. http://hdl.handle.net/2429/29495.
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This research examines the use of microcomputer-based expert systems as a diagnostic tool and an operational aid of conventional secondary wastewater treatment facilities. The research has shown that rule-based systems are well suited for the domain of wastewater treatment facilities operations using observational information. Advances in expert systems software combined with increased microcomputer processing power have made this development work possible with personal computers. These systems possess the capability to provide fully automated diagnostics and process control as well as acting as a teaching and development tool for operators in full-scale treatment facilities. The thesis describes the technical aspects of wastewater treatment as applied to the development of a finished knowledge base system called WASTES (WAStewater Treatment Expert System). The thesis also discusses the development of the knowledge bases from their sources to implementation in the system. Recommendations and conclusions are also presented along with potential areas for further research.Applied Science, Faculty of
Civil Engineering, Department of
Graduate
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Halday, Ismail. "Study of the pathway of heavy metals in a sewerage system." Thesis, Link to online version, 2007. http://hdl.handle.net/10019/389.
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Cootes, Timothy F. "The field testing of a vortex storm sewage overflow." Thesis, Sheffield Hallam University, 1990. http://shura.shu.ac.uk/19500/.
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A full scale prototype of a vortex storm sewage overflow with peripheral spill has been build in Sheffield, its design being based on the results of model tests. The project described has been involved in monitoring this prototype with the aims of i) Assessing its hydraulic performance, ii) Assessing its ability to retain polluting material, particularly large 'gross solids' in the sewer, iii) To compare its performance with predictions made by the model tests. A review of previous work concerning storm overflows, the development of vortex overflows and sewer monitoring techniques was undertaken. The overflow was monitored with flow measurement equipment, bottle samplers and equipment designed to count the numbers of gross solids in the sewage entering and spilling from the chamber. The latter worked by pumping large volumes of sewage through a transparent cell, where it was filmed by a video camera. Objects passing were counted by eye when the film was examined later. The hydraulic monitoring showed that the overflow was effective at controlling flows in the sewage, and that mathematical and physical models predicted its performance. Analysis of discrete samples collected using bottle samplers showed little difference between the fine suspended solids and the dissolved material in inlet or spill. The results from measuring gross solids appeared to show that their concentration in the spill was less than that in the inflow by 20-40%. However insufficient storms were recorded to be sure to what extent the method of sampling affected the results. The results from the gross solid monitoring bore some resemblance to the predictions made by the model tests using estimates of the nature of particles in the storm sewage. This suggested that model tests using synthetic gross solid particles could give a good indication of the performance of full scale overflows.
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Beder, Sharon Science & Technology Studies (STS) UNSW. "From pipe dreams to tunnel vision : engineering decision-making and Sydney's sewerage system." Awarded by:University of New South Wales. Science and Technology Studies (STS), 1989. http://handle.unsw.edu.au/1959.4/20621.
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The broad theme of this thesis is engineering decision-making. The various factors that shape technological development are investigated using the development of Sydney's sewerage system as a case study. The thesis focuses on various key decisions, past and present, including the choice of water-carriage technology for sewage collection, the selection of sewage treatment technologies, and on-going preference of engineers and bureaucrats for ocean disposal. Also covered are the legislative and regulatory mechanisms, the policies of the Sydney Water Board with regard to industrial waste disposal and the relationship between the Board and the public. A study was made of historical documents, engineering reports and papers, parliamentary debates, annual reports, minutes, newspaper reports and secondary sources and personal interviews were conducted. Various bodies of literature were referred to and used, including the books and articles on the history and sociology of engineers, the politics of expertise and public participation and the emerging discipline of science and technology studies. It is concluded that the development of Sydney's sewerage system has been shaped by social, political and economic factors and that engineers have played a pivotal role in the decisions made through their deliberate shaping of knowledge and the performance of predictions they have made for various options. The decisions made in this way have been defended against public opinion and public participation in the decision-making process has been kept to a minimum. This thesis supports the argument that technology is socially constructed, that the technical cannot be separated from the social, and that an interactive model of technological development is more appropriate than a linear, causal one. It shows that the role of power in the shaping of technology is crucial, and in particular the alliance of state and professional power that occurs in the shaping of public sector technology.
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Gökçen, Tankut Serim Erkal. "Influence of urban geometry on public investment cost of urban technical infrastructure:a case study of sewer system in Aydın, Turkey/." [s.l.]: [s.n.], 2005. http://library.iyte.edu.tr/tezlerengelli/doktora/sehirplanlama/T000359.pdf.
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Thesis (Doctoral)--İzmir Institute Of Technology, İzmir, 2005.Keywords:Infrastructure, city form, sustainable development, sewerage systems, geographical information systems. Includes bibliographical references (leaves. 164-174).
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Benková, Erika. "Zdravotně technické instalace a plynovod v penzionu pro seniory." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-409857.
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The master thesis is focused on the design of sanitary technical installations and pipeline in the pension for the elderly, in the cadastral area of Hodonín city. The pension is located in a plane terrain and is designed with four storeys, a partial basement and 3 aboveground floors. There are staff facilities, changing rooms, technical facilities, offices, gym, laundry, furniture storeroom, tool storeroom and maintenance room in underground floor. On the first floor there are kitchen, various storerooms, doctor, nursing facilities,meeting rooms and in the third part of the building are rooms for seniors. From the second to third floor there are rooms for seniors, doctor, nursing facilities, meeting rooms and dining rooms. The theoretical part deals with the issue of the occurrence of Legionell. The calculation and project part solves the sewerage, water supply and gas distribution in the given building.
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Hruška, Jan. "Zdravotně technické instalace pekárenských provozů." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227802.
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This diploma thesis deals with plumbing systems of baking plants v Modřicích. The first part looks for a solution exchange of heat and using waste energy from bakery owens. There are performed several possiblities of projects for plumbing systems. Project part was worked out in cooperation with technical company wich produces equipment for bakery factories. The solution according to relevant standards
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Gembalová, Barbora. "Studie odkanalizování obce Prasklice." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265307.
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The diploma thesis deals with the assessment of the existing condition of the sewerage system and the proposal of measures for disposal of sewage in the village Prasklice. Submits a proposal for three options for improving the condition of the drainage and resolve the disposal of sewage. Option 1. consists in the design of new separate system and reconstruction of existing stormwater, the original combined system. To this option, including the proposal of the central sewage treatment plant. Option 2. includes the design of the pumping station for the diversion of sewage effluent to wastewater treatment plant that is proposed in the next village Pačlavice. Option 3. describes the reconstruction of the existing combined system and design of the central sewage treatment plant. The individual proposed technological solutions to the drainage and treatment of waste, is created overview of the economic performance. The object is to determine what the least economically demanding variant and show how subsidies can be used. Economically least demanding option was evaluated option 3. From an operational point of view it is most advantageous to variant 1., which will prevent future operating costs. The diploma thesis brings the village Prasklice a convenient solution for sewerage and sewage disposal in the village.
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Torabizadeh, Aida. "Tekniska system i förskolan : Små barns uppfattningar om avloppssystemet." Thesis, Karlstads universitet, Fakulteten för hälsa, natur- och teknikvetenskap (from 2013), 2014. http://urn.kb.se/resolve?urn=urn:nbn:se:kau:diva-31263.
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Det övergripande syftet med denna studie är att undersöka hur förskolebarn kan lära om tekniska system, närmare bestämt avloppssystemet och hur deras uppfattningar förändrats efter en pedagogisk aktivitet. Frågeställning: Vilka uppfattningar har barn i 4 till 5-årsåldern om avloppssystemet innan och efter en pedagogisk aktivitet? I studien ingick sex barn, kvalitativa intervjuer användes för att ta reda på barnens uppfattningar om avloppssystemet innan och efter en pedagogisk aktivitet. I den pedagogiska aktiviteten användes bilder för att visa barnen hur ett förenklat avloppssystem kan se ut och fungera. De fick sedan konstruera och testa ett förenklat avloppssystem flera gånger. Efter detta fick de själva försöka lägga ihop bilderna så att det blev ett komplett avloppssystem. Aktiviteten avslutades med ett besök till toaletterna där rören uppmärksammades och avloppssystemet diskuterades. Resultaten visar att barnens uppfattningar om avloppssystem utvecklades. Till en början kände barnen främst till de synliga delarna av avloppssystemet, som toaletten och spolknappen. De kände inte till många funktioner som avloppssystemet har till exempel gallret och sanden som renar vattnet. Efter den pedagogiska aktiviteten hade barnens individuella förståelse för avloppssystemet förbättrats både när det gäller avloppssystemets komponenter och också dess funktioner.The purpose of this study is to show how preschool children can learn about technical systems, in particular the sewerage system and how their perceptions of it changes after a pedagogical activity. The question this study intends to investigate is: What perceptions do 4-5 year olds have about the sewerage system before and after a pedagogical activity? The study is based on six children´s perceptions of the sewerage system. Qualitative interviews were used before and after a pedagogical activity to get an understanding of the children´s perceptions. In the pedagogical activity pictures of a simplified sewerage system were shown to explain how it could work. They then got to construct and test a simplified sewerage system several times. After this the same pictures were presented and the children had to put them together by them self to get a complete sewerage system. The activity was concluded with a visit to the toilets to look at the plumbing and discussions about the sewerage system. The results of the study show that the children´s perceptions of the sewerage system developed. Initially the children primarily had knowledge about the visible parts of the system, like the toilet and the flush button. Their understanding of the functions of a sewerage system was also poor. After the pedagogical activity the children´s individual perceptions of the sewerage system had developed both regarding to the components and the functions of the sewerage system.
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Dahllöf, Karin. "Trycksatt avloppssystem och självfallssystem i Fredrikstad kommun. En jämförande fallstudie." Thesis, Uppsala universitet, Institutionen för geovetenskaper, 2014. http://urn.kb.se/resolve?urn=urn:nbn:se:uu:diva-229810.
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Krav om förbättrad spillvattenrening och städer som förgrenar sig över större områden är några av anledningarna till att dagens avloppsledningsnät får allt längre ledningssträckor. Att med gravitationens hjälp föra avloppsvatten framåt kräver ett kontinuerligt fall som vid långa avstånd kan innebära mycket schaktning, den ekonomiskt mest belastande delen vid nyinstallation av avloppsledningsnät. Ett fördelaktigt alternativ kan vara trycksatt avloppssystem, som sedan 70-talet har kompletterat de traditionella självfallssystem i kuperade och bergiga områden. På senare tid har trycksatt avloppsystem fått större användningsområde utanför sina etablerade bruksområden med anledning av skärpta krav på rening och kostnadseffektivitet. Självfallssystem är dock det mest använda avloppssystemet i urbana områden. För ett bostadsområde i utkanten av centrum, utanför de båda systemens vedertagna användningsområden, vore det därför intressant att undersöka vilket av avloppssystemen som är bäst lämpat. För VA-branschen generellt vore det också intressant att utreda hur de båda systemen står sig vid en jämförelse. Med anledning av detta var syftet med examensarbetet att jämföra trycksatt avloppssystem med självfallssystem på grundval av ekonomi, miljö och kapacitet. I tillägg undersöktes om några generella slutsatser kunde fastställas utifrån fallstudien. Undersökningen baserades på ett bostadsområde i utkanten av Fredrikstad centrum, som nyligen projekterats med självfall. Ett teoretiskt trycksatt avloppssystem projekterades. Ekonomi värderades utifrån drift- och underhållskostnader samt grund- och reinvesteringskostnader. Kapaciteten jämfördes numeriskt och via dimensioneringsmodeller. Vad gäller den miljömässiga jämförelsen utvärderades systemet med hjälp av rapporter utgivna av Svenskt Vatten och Norsk Vann. Det planerades en utbyggnad för området till dubbla antalet fastigheter vilket visade sig bli avgörande för det ekonomiska resultatet. Den vitala faktorn var de höga investerings- och driftskostnaderna för pumpenheterna vilket gjorde självfallssystemet mer ekonomiskt lämpligt. Även ur ett miljömässigt perspektiv var självfallssystemet marginellt bättre, givet att riskeffekterna inte rankades inbördes. Kapacitetsmässigt dimensioneras självfallssystem för nästan det dubbla flödet jämfört med trycksatt system, vilket ger det trycksatta systemet en kapacitet mer anpassad till behovet. Generellt sett antydde resultatet att trycksatt system var mer gynnsamt vid glesare bebyggelse.As a result of stricter treatment requirements and city expantion the length of the sewer network is steadily increasing. To drain wastewater by gravity requires a continuous slope which often results in great excavation - a very costly part in the process. An advantageous alternative could be a pressurized sewer system, which has been a useful complement to traditional gravity systems in hilly or rocky areas since the 70’s. Even though pressurized sewer systems lately have tended to be more frequently used outside their common application area due to stricter requirements on treatment and cost-efficiency, gravity systems are still the most common sewer system in urban areas. Concerning this, it would be intresting to investigate which of the two systems that suites a residental area on the outskirts of a city center best, since the area is outside the traditional usage of the two established systems. In addition it would be interesting for the wastewater industry in general to investigate how the two systems compare. For this reason the aim of this master thesis was to compare pressure sewer systems with gravity systems on the basis of economy, environment and capacity. In addition, it was examined whether any general conclusions could be determined from the case study. The survey was based on a residental area in the outskirts of Fredrikstad city center, recently designed with a gravity system. A theoretical pressure sewer system was designed. Economy was evaluated based on the operating and maintenance costs and basic and reinvestment costs. The capacity was compared numerically and through design templates. As for the environmental comparison, an evaluation was done on the basis of reports from the Swedish Water & Wastewater Association and Norwegian Water BA. An expansion to double the number of real properties was planned for the area of study, which proved to be crucial to the financial results. The gravity system was most appropriate from an economic standpoint and the vital factor was the high investment and operating costs for the pumping units. Even from an environmental point of view, the gravity system was maginally better. Given that the risk effects are not ranked relative to each other. In terms of capacity the gravity system was dimensioned for almost twice the flow compared to the pressure sewer systems, which gave the pressure sewer system a more adusted capacity. The result indicated that the pressure sewer system is favorable in densely built flexible areas.
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Teixeira, Marcelo. "A sustentabilidade na RMSP através do saneamento básico: Sabesp, um estudo de caso." Universidade de São Paulo, 2010. http://www.teses.usp.br/teses/disponiveis/8/8138/tde-17112010-145014/.
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O trabalho consiste em entender o papel de uma empresa de saneamento, a Sabesp, Companhia de Saneamento Básico de São Paulo, na sustentabilidade da Região Metropolitana de São Paulo, RMSP, através de seus projetos estruturantes: Projeto Tietê, Projeto Vida Nova, Córrego Limpo e o PURA. Para tanto, foram analisados os dados oficiais dos programas desenvolvidos pela companhia paulista juntamente com depoimentos dos profissionais envolvidos com os projetos, com especialista do Instituto de Pesquisas Tecnológicas - IPT e do responsável pelo Programa Vida Nova da PMSP. A partir de então, pôde-se concluir que, apesar do bom encaminhamento dos programas e de suas ações serem multidisciplinares, é necessário que, para que se tenha um resultado efetivo, todas as ações sejam pensadas e desenvolvidas de forma ampla e sistemática, com participação intensa e colaborativa de toda a sociedade bem como de agentes públicos e privados e em longo prazo.The work consists in understanding the role of a sanitation company, Sabesp, the Basic Sanitation Company of São Paulo, at the sustainability of São Paulo´s Metropolitan Region (RMSP), by means of its structuring projects: Projeto Tietê, Projeto Vida Nova, Córrego Limpo and PURA. In order to do that, the official data of the developed programs by the São Paulo´s company have been analyzed, together with the statements of the professionals involved with the projects, with the expert of the Instituto de Pesquisa Tecnológica - IPT and the responsible for the Programa Vida Nova of São Paulo´s City Hall. From then on, it was possible to conclude that, despite the good management of the programs and that their actions are multitasks, it is necessary that, in order to achieve an effective result, all actions are reasoned and developed in a broad and systematic way, with an intense and collaborative participation of all society as well as the public and private players and in the long term.
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Ambrož, Martin. "Vyhodnocení provozu tlakové kanalizace vybrané obce." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226890.
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This diploma work deals with description of pressure sewerage networks. First of all is focused on statistical evaluation of pressure sewerage operation in Káraný municipality where was evaluated waste water flow and pressure on sewerage network.
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Havlíčková, Simona. "Rekonstrukce zdravotně technických instalací v bytovém domě." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265732.
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This diploma thesis deals reconstruction of sanitation installations in an apartment building in Brno. It is a multi-storey building which is intended mainly for living. The theoretical part deals individual ways of preparation hot water in the apartment buildings. The experimental part deals measurement consumption hot water in the apartment building. Calculating and design part contains a proposal of sewerage system, piping system and linking up of the object on present engineering systems. The diploma thesis also focuses on possible options and re-quested specifics. The diploma thesis was arranged in accordance with present-day valid norms and regulations.
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Moštěk, Jan. "Zdravotně technické instalace v základní škole." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-391924.
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This diploma thesis is focused on the sanitary technical installations for the specified building of the elementary school and the sports hall, which will be implemented as new buildings on the land in the part of Brno-Bystrc. In the theoretical part I deal with the use of precipitation water from roofs. In the calculation and design part I deal with sewage, rainwater and water distribution. The given elementary school has a 3rd floor and is connected by a connecting corridor to the sports hall, which has a 2nd floor. In the present work is also proposed the 2 variant of the water distribution system without the use of rain water.
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Johansson, Malin. "Tekniska system i Förskolan : Barns uppfattningar kring vatten och avloppssystemet." Thesis, Karlstads universitet, Institutionen för pedagogiska studier, 2015. http://urn.kb.se/resolve?urn=urn:nbn:se:kau:diva-38057.
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The purpose of this study was to examine what kind of knowledge and thoughts pre-school children have on water – and sewage systems. The most interesting part will be to examine which components, of the water – and sewage systems, the children have knowledge about. Another interesting part to look into is whether the children’s age, gender and the pre-schools geographical position affects what the children knows about the systems. The study was implemented through qualitative semi-structured interviews, with 15 children in the ages of 4-6. The investigational method was chosen because I wanted to hear the children’s view on the sewage system. The children were interviewed separately, and all the interviews were started with a discussion about toilets. Questions about water – and sewage systems were then asked, to elicit what each individual child knew about the systems. The result shows that the knowledge about water – and sewage systems differs a lot between the children. Some could only name one component, while others could up to six different parts. The age of the children didn´t affect the results, but it´s clear that the boys had more knowledge about the different systems, than the girls had. The children that go to a pre-school in an urban area generally had more knowledge about Sewage treatment, than the children in the rural area.Syftet med examensarbetet är att undersöka hur barn ser på vatten och avloppssystemet. Intresset ligger i att undersöka vilka komponenter i vatten och avloppssystemen barnen har kunskaper om. Att jämföra vad som har betydelse för barnens kunskaper är också intressant för att se om barnens ålder, kön och förskolans geografiska läge har betydelse för vilka kunskaper de har. I studien ingick 15 förskolebarn åldern 4-6 år. Kvalitativa semistrukturerade intervjuer användes för att ta reda på barnens uppfattningar om avloppssystemet. Barnen intervjuades var för sig och varje intervju inleddes med att prata om toaletten. Frågor om vatten och avloppssystemet ställdes för att få fram vad varje barn hade för kunskaper. Resultatet visar att kunskaper om vatten och avloppssystemet skiljer sig väldigt mycket mellan barnen, de kunde nämna mellan 1-6st olika komponenter. Ålder har inte betydelse, men pojkarna hade överlag mer koll på de olika systemen än flickorna. Barnen som går på en förskola i tätorten hade generellt mer kunskaper om avloppsreningen än barnen på landsbygden.
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Barbosa, Leonardo Cassimiro. "As redes técnicas sanitárias na estruturação do território: análise da cidade de Maringa-PR entre 1947-1980." Universidade de São Paulo, 2016. http://www.teses.usp.br/teses/disponiveis/102/102132/tde-13102016-100429/.
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A cidade de Maringá, implantada ex novo, surge com status de cidade moderna em razão do seu plano urbanístico, que apresenta ressonâncias do ideário garden city, do zoning, do movimento city beautiful e do pensamento higienista. Contudo, as redes técnicas, elementos característicos da cidade moderna, demoraram a se estabelecer, pois a CTNP/CMNP, agente privado responsável pelo plano de colonização no qual a cidade se insere, não tinha as infraestruturas urbanas como prioridade nas cidades que implantara. Entendendo a cidade por meio da interação entre tecnologia e sociedade, propõe-se a análise da cidade de Maringá por meio da inter-relação das redes técnicas sanitárias com o desenvolvimento e crescimento urbano. As principais fontes documentais advieram da análise de notícias veiculadas em jornais da época e de projetos dos sistemas sanitários, que permitiram identificar algumas fases na administração dos serviços de saneamentos, e que guiaram a discussão do estudo, sendo estas: a fase de poços e fossas, marcada pelas ações individuais e pela ação da iniciativa privada na exploração do abastecimento de água; a fase das redes municipais, quando o município se apresenta como novo ator hegemônico no controle dos serviços sanitários; e a fase de administração dos sistemas pela concessionária estadual, transição ocorrida em 1980, ano que marca o encerramento da pesquisa por entender que, neste momento, a lógica de implantação das infraestruturas sanitárias já se encontrava estabelecida. Os resultados apontam para a capacidade de as redes técnicas sanitárias materializar no território relações de desigualdade de oportunidades, acesso e distribuição de riquezas que, no caso de Maringá, contribuíram para a criação de uma dicotomia entre a área planejada e a área pós-plano.Owing to its urban plan echoing the ideals of a garden city, zoning features, city beautiful movement and hygienist thought, the ex novo implanted city of Maringá has been founded as a modern city. However, the technical networks, characteristics of the modern city, belatedly arrived, since the CTNP/CMNP, the private agency for the colonization plan in which the city was inserted, did not give priority to the urban infrastructure in the towns and cities it had established. Since the city is an interaction between technology and society, the city of Maringá is analyzed on its inter-relationships between sanitary technical networks and urban development and growth. The main documentary sources have been retrieved from the newspapers of the period and from the projects of sanitary systems, which identified several phases in the management in sanitary services on which this study is foregrounded: the wells and cesspools phase through individual initiatives for water supply and drainage; the phase of municipal networks in which the township was the new hegemonic agent in the control of sanitary services; the phase of outsourcing state systems as from 1980. In fact, this is the year in which current research ends since the logical implantation of sanitary infrastructure was established. Results show the capacity of sanitary technical networks to favor unequal relationships in opportunities, in the access and distribution of wealth. Inequality in Maringá contributed towards the establishment of a dichotomy between the planned area and the post-plan area.
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Goroš, Kamil. "Zdravotně technické instalace hotelů." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265741.
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This thesis deals with plumbing in the hotel. The theoretical part is devoted to pumping tech-nology and the internal pressure of the water mains in high buildings. The work presents different variants of a possible solution in a given speciality. Project part solves sanitary equipment installation in the variant selected in the given building.
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Galante, Cristine Silva. "Análise da distribuição temporal dos casos graves de doenças diarréicas agudas em municípios do Estuário de Santos e São Vicente entre 2000 e 2010"Nossa Pátria, nossa Bandeira, nosso chefe": as comemorações cívicas nas escolas de Santos durante o Estado Noco (1037-1945)." Universidade Católica de Santos, 2013. http://biblioteca.unisantos.br:8181/handle/tede/1481.
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Cristine Galante.pdf: 2179542 bytes, checksum: 271fb9c0732466054cde0ba5f209ecd9 (MD5)Made available in DSpace on 2015-05-11T12:13:56Z (GMT). No. of bitstreams: 1 Cristine Galante.pdf: 2179542 bytes, checksum: 271fb9c0732466054cde0ba5f209ecd9 (MD5) Previous issue date: 2013-04-08
INTRODUCTION: The region of Santos and São Vicente estuary covered by the hospitalization for acute diarrhea disease and their correlation with the distribution of water to the population. In the municipalities of Bertioga, Cubatão, Guarújá, Santos e São Vicente there are many isolated areas with neighborhoods that are not served by the local water and sewer company. The local company serves 100% of the regular areas, but the isolated areas don´t receive any service from the company. OBJECTIVES: Evaluating the temporal distribution of severe cases of diarrhea in the region of Baixada Santista between 2000 and 2010. Analiying the pattern of occurrence of diarrhea cases by age group. Evaluating the annual correlation of the hospitalization for diarrhea disease with the standard of water quality. METHODS: Ecological study of temporal sequence of severe cases of diarrhea occurred in five cities. Standard and nonstandard rates were used for the population considering hospitalizations for acute diarrhea diseases by age group. The Linear regression correlation was analyzed between the standardized and nonstandardized rates and water quality. Pearson product ¿ moment correlation coefficient with the hospitalization cases for diarrhea disease and the water quality parameter. RESULTS: Among 6355 cases of hospital admission for acute diarrhea diseases between 2000 and 2010, a seasonal pattern was observed in all municipalities. Bertioga and Cubatão, mainly in the first years of study, showed the most cases of hospitalization, mainly among children and elderly. There was not significant correlation of the indicator of water quality with the hospitalization rate. There was a reduction of hospital admissions for acute diarrhea diseases throughout the studied period with a higher incidence in Bertioga and Cubatão. Children that are more likely to be infected are those und four years of age. CONCLUSION: There was a reduction of cases of acute severe diarrhea disease throughout the studied period. A more visible reduction was observed in Bertioga and a less visible one in Cubatão.
INTRODUÇÃO: A região do Estuário de Santos e São Vicente pelo estudo das internações por doenças diarréicas agudas e sua correlação com a qualidade da água para a população. Nas cidades de Bertioga, Cubatão, Guarujá, Santos e São Vicente existem inúmeras áreas desconformes que não estão entre os bairros onde a companhia de saneamento local atende com água encanada e esgoto. A companhia de saneamento local atende cem por cento das áreas regulares, mas as desconformes estão à própria sorte. OBJETIVOS: Descrever o perfil temporal de casos graves de diarréia nas cinco cidades estudadas na região da Baixada Santista entre 2000 e 2010 e sua correlação com a qualidade da água disponibilizada à população. Analisar o padrão de ocorrência dos casos de diarréia por faixa etária. Avaliar a correlação anual dos casos de internação por diarreia com os padrões de qualidade da água nos municípios analisados. METODOS: Estudo Ecológico de séries temporais dos casos graves de diarréia ocorridos nas cidades de Bertioga, Cubatão Guarujá, Santos e São Vicente. Foi feita a análise de distribuição temporal mensal entre janeiro 2000 e dezembro 2010. Foram calculadas Taxas Padronizadas e Não Padronizadas para a população por faixa etária das internações hospitalares de doenças diarréicas agudas. Foi Analisada a Correlação de Regressão Linear entre as entre as Taxas Padronizadas, Não Padronizadas e a qualidade da água. Coeficiente de Correlação de Pearson entre as taxas de internação hospitalar por doenças diarréicas e os parâmetros de qualidade da água. Modelos de Regressão Linear entre as taxas de internação os parâmetros de qualidade da água. RESULTADOS: Dos 6.355 casos de internações hospitalares por doenças diarréicas agudas entre 2000 e 2010, constatou-se o mesmo padrão sazonal em todos os municípios. Bertioga e Cubatão principalmente nos primeiros anos do estudo apresentaram mais casos de internações principalmente nas faixas etárias infantis e nas mais idosas. Não houve correlação significativa entre os indicadores de qualidade de água e as taxas de internação. Houve uma redução dos casos de internação por doenças diarréicas agudas ao longo do período estudado com incidência maior em Bertioga e Cubatão. As crianças mais susceptíveis são menores de quatro anos. CONCLUSÕES: Houve ao longo do período estudado uma redução por doenças diarréicas aguda sendo esta redução mais percebida em Bertioga e em menor proporção em Cubatão.
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Coghlan, Brian P. "Solids transport in combined sewerage systems." Thesis, University of Abertay Dundee, 1995. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.308961.
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Měrka, Tomáš. "Zdravotně technické a plynovodní instalace v bytovém domě." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-392240.
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Diploma thesis deals with sanitation installations and gas installations in apartment building in Praha. Apartment building has five overground floors and one basement. The apartments are located on all overground floors and partly in basement. The theoretical part is aimed at determining the calculation of flow in the supply duct according to standards. The work also focuses on the alternative solutions of the given specialization. The computational part and project includes a proposal sanitary and storm sewer, water supply system, gas main and their connection to the current pipes.
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Štefánek, Antonín. "Zdravotně technické a plynovodní instalace v bytovém domě." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-409876.
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This diploma thesis deals with the design of sanitary and gas installations in a new apartment building in Jedovnice on Na Větráku street. The apartment building has one underground and four aboveground floors with a total of 26 residential units. On the ground floor there is a cellar with a utility room. The theoretical part deals with the measurement of hot water consumption, which took place on an apartment building with the same number of residential units as the solved new building apartment building in the thesis. The calculation part and the project contain design of sewage and rainwater sewer, water, gas pipeline and their connection to public networks.
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Bartek, Vojtěch. "Zdravotně technické instalace a plynovod v polyfunkčním objektu." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-409856.
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Diploma thesis deals with sanitation installations and gas installations in polyfunctional building in Miroslav. Polyfunctional building has four overground floors and one basement. The apartments are located on all overground floors and the offices are located on first over-ground floors. In the theoretical part discusses about the recycling of water and its use.
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Jack, Andrew G. "Total emission analysis of sewerage systems and wastewater treatment plants." Thesis, Abertay University, 1999. https://rke.abertay.ac.uk/en/studentTheses/3a4ee741-9f14-47df-ab48-2759ca7c39f3.
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The proposed methodology to most effectively manage intermittent combined sewage discharges into urban watercourses in the UK is given in the Urban Pollution Management (UPM) manual. The method is based on the use of detailed computer models of the sewerage system, wastewater treatment plant and receiving watercourse. Solving intermittent discharge problems using UPM, often requires the installation of in-sewer storage tanks. However, recent research from Germany and elsewhere (e.g. Austria and Denmark) has shown that this type of solution may be of little benefit with respect to the total emissions discharged from the entire system, where emissions from both the Combined Sewer Overflows (CSOs) and the Wastewater Treatment Plant (WTP) are considered together. This is because, in certain situations, WTP efficiency can be compromised by the prolonged periods of dilute (low nutrients and substrate) inflows which can result from the draining down of in-sewer storage tanks. The earlier research in Germany and elsewhere has been concerned with long term total emissions (annual loads) and not the problems specific to individual sites, or the benefits and/or limitations of storage with respect to acute pollution. Thus the principal objective of the research described here has been to substantiate and quantify the total emission problem by means of detailed modelling, via an evaluation of the likely storage volumes which could give rise to total emissions problems for the Perth wastewater system. Following this, a general method has been developed to investigate and resolve total emission problems related to acute pollution effects. As WTP disruption due to flow dilution can last for a prolonged period after even a single rainfall event, computational simulation times need to be long enough to represent the delay in WTP performance returning to normal operating conditions. As long term continuous simulation is usually impractical due to protracted computational times, a method referred to as the Total Emission Analysis Period (TEAP) has been developed. This will define the minimum required computational time and rainfall inputs to be used to ensure that the effect of in-sewer storage on total emissions could be modelled. Utilising the TEAP method to analyse total emissions it has been concluded that increasing volumes of storage would not be expected to create a total emission XXVI problem with respect to the Biochemical Oxygen Demand (BOD). Consequently, it was concluded that the best storage volume with respect to BOD was the minimum volume which would allow compliance with receiving water quality standards. No direct comparison could be made with the conclusion derived from the German research due to the long term nature of their analysis, however, it would appear from an interpretation of their results, that similar findings were obtained. With respect to ammonia, it was found that increases in total emissions can occur as, ammonia concentrations, unlike BOD, do not increase at the start of a storm due to first foul flush effects. Consequently, any increased emissions from the WTP would not be offset via a reduced CSO spill load. It was also found, however, that increasing volumes of storage would not be expected to exacerbate acute pollution problems within a receiving watercourse and that both large and small storage volumes had the potential to give rise to very similar degrees of WTP disruption. This was due to the way in which different hydraulic loading conditions (caused by the different volumes of storage) affected the bacterial concentrations in the reactor. The conclusion that storage would not provide a significant benefit for ammonia total emissions was supported by the Austrian and Danish research.
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de, Toledo Sobrinho Homero. "Simplified Sewerage Systems and Potential Application to Rural Louisiana Communities." ScholarWorks@UNO, 2018. https://scholarworks.uno.edu/honors_theses/100.
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Today’s rapid growth in population on sub-urban areas has caused an increase in fecal coliforms to be discharged to down-streams and lakes. The unaffordability of conventional sewerage systems makes it inaccessible to big part of the population of rural communities to receive proper sanitation. Since population growth is only projected to increase during the next few years, action is necessary to change the course of the future of rural communities, more specifically described on this report, Louisiana’s communities. One option to offer affordable sewerage systems to the Louisiana region is that we utilize of the Simplified Sewerage technology. Simplified Sewerage has been tested on several municipalities around the globe, especially in Brazil. The results of its application have proven to be conclusive and beneficial to communities.
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Månsson, Victor, and Robin Lexander. "Livscykelkostnadsanalys för två typer av spillvattensystem." Thesis, Linnéuniversitetet, Institutionen för byggteknik (BY), 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:lnu:diva-97242.
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För att klara av den befolkningsökning som sker i städerna projekteras nybyggnadsområden. Innan byggnation av bostäder kan ske måste ett beslut tas om val av spillvattensystem. I nuläget saknas enkla hjälpmedel för att jämföra och göra val baserat på systemens totala kostnader under dess livslängd. Målet med detta arbete var att ta fram en beräkningsmall som kan göra en livscykelkostnadsanalys samt vara ett komplement vid projektering och val av spillvattensystem. Topografin och områdesspecifika kostnader bryts ner och förs in i beräkningsmallen för den sträcka där spillvattenledningen ska anläggas. Mallen kontrollerar därefter om områdets förutsättningar uppfyller de krav som finns för spillvattenledningar eller ej. Resultatet som erhålls av beräkningsmallen påvisar initiala-, årliga och ackumulerade kostnader för de båda systemen. Skillnader och eventuella brytpunkter mellan ackumulerad kostnad för de båda systemen redovisas och kan användas som underlag vid val av spillvattensystem. Arbetet visade att det finns ett stort bIn order to cope with the population increase that occurs in the cities, new construction areas are being planned. Before the construction of housing can take place, a decision must be made regarding the choice of sewerage system. At present there are no simple tools to compare and make choices based on the systems total lifetime cost. The aim of this thesis has been to develop a calculation template that can perform a life cycle cost analysis and to be a complement to the project planning and choice of sewerage systems. The topography and area-specific costs are broken down and entered into the calculation template for the distance where the wastewater pipeline is to be constructed. The template then checks whether the area's conditions meet the requirements for wastewater pipelines or not. The result obtained from the calculation template shows initial, annual, and accumulated costs for the two systems. Differences and possible breakpoints between the accumulated cost of the two systems are reported and can be used as a basis for decision. The work showed that there is a great need for supporting tools to facilitate the planning and decision making of water systems.
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Műller, Martin. "Zdravotně technické a plynovodní instalace v předškolním zařízení." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-372073.
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The thesis deals with the technical and gas installation with the use of precipitation water in pre-school facilities. The theoretical part deals with fat traps. The experimental part is focused on water flows, pre-school facilities. In the design and calculation part are drafted sewerage, water supply, gas pipeline, use of rain water and connection of the building to utility networks. The thesis was elaborated according to current standards, laws and decrees
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Konečná, Petra. "Domov pro seniory v Telnici." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-225749.
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Topic of this master’s thesis is a retirement house in village Telnice. The project was designed directly for village Telnice according to their requirements. It is a three-floor construction complied with country style. The building has a saddle roof. A flat roof is used over terraces which join each floor with the outside. Construction material is brick masonry with a thermal insulation system. Parts of the diploma’s thesis are also calculations of the thermal-technical parameters and fire safety of the building, concrete structures and technical equipments of building.
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Tanvir, Farah. "Partnership in development : construction of the sewerage systems in the squatter settlements of Pakistan." Thesis, Massachusetts Institute of Technology, 1997. http://hdl.handle.net/1721.1/70297.
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Tanner, Aaron. "Opportunities and barriers to sustainability innovation adoption in a UK water and sewerage company." Thesis, Cranfield University, 2011. http://dspace.lib.cranfield.ac.uk/handle/1826/7289.
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Over the last twenty years, the concepts of sustainability and sustainable development have assumed political importance around the world, and have been largely embraced by governments and prominent international institutions. These concepts have been a means of tackling the challenges of population growth and environmental change. For the UK water sector, these concepts now represent a multitude of challenges. The confluence of climate change and population growth is reducing access to, and the availability of, water resources. The financial costs of inputs such as energy, chemicals, materials and cost of process by-products such as greenhouse gases, carbon, and waste services continue to rise. Government regulators are demanding an improvement in the quality of services, increasingly stringent conditions for emissions to water, air or land, catchment-specific management of the water environment, and the adoption of longterm planning horizons. The UK government has expectations that the water sector will play a role in the delivery of its targets for reducing energy consumption and carbon emissions. Society demands that WaSCs engage in high-level stakeholder consultations and employ long-term visions to guide their decision-making. Finally, WaSCs are increasingly expected to demonstrate and respond to local and global concerns (under the rubric of corporate responsibility) to further justify their value to society. Cont/d.
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Hilmer, Tanja. "Water in society integrated optimisation of sewerage systems and wastewater treatment plants with computational intelligence tools." Berlin mbv, 2008. http://d-nb.info/990627608/04.
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Strnadová, Petra. "Zdravotně technické instalace a plynovod ve výrobním závodu." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-392221.
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Diploma thesis is aimed to drainage of the sewerage and rain waters, drinkable water and fire-extinguishing water supply and supply of the gas to the gas appliances. Theoretical part is dealing with the sewerage water and its usage. Technical part is dealing with the building water distribution to sanitary installations and gas installations in the chosen solution.
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Fenner, R. A. "Groundwater infiltration into foul sewers and its influence on the design, construction and maintenance of sewerage systems." Thesis, University of Hertfordshire, 1988. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.380235.
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Marková, Lada. "Studie variant odkanalizování vybrané obce." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2012. http://www.nusl.cz/ntk/nusl-225373.
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The subject of the master's thesis is study of variants of sewer network of Nezamyslice by gravity, pressure and vacuum sewers. The proposed alternative solutions are then techno-economically evaluated.
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Baboni, Maria Paula Minorin. "Avalia??o do desempenho dos sistemas de ?gua e esgoto da Regi?o Metropolitana de Campinas." Pontif?cia Universidade Cat?lica de Campinas, 2018. http://tede.bibliotecadigital.puc-campinas.edu.br:8080/jspui/handle/tede/1122.
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MARIA PAULA MINORIN BABONI.pdf: 3935036 bytes, checksum: 6b16b5f82fcb82f4f4e69e7cfd8367d7 (MD5)Made available in DSpace on 2018-08-09T11:58:02Z (GMT). No. of bitstreams: 1 MARIA PAULA MINORIN BABONI.pdf: 3935036 bytes, checksum: 6b16b5f82fcb82f4f4e69e7cfd8367d7 (MD5) Previous issue date: 2018-07-28
To maximize basic sanitation benefits, it?s necessary to solve the challenge of conflicting objectives. As the performance depends on the value of the one who evaluates, this research proposes to evaluate the sanitation from the perspective of different stakeholders that have conflicting objectives: the User Population - PU and the Service Provider - PS. In order to verify how the municipalities placed themselves in each perspective and in the joint vision, this research proposed to classify the Services of Water Supply and Sanitary Sewage of the municipalities of the Metropolitan Region of Campinas, from the vision of the PU and the PS, during the years of 2014 and 2015, according to the relations of efficiencies. Data Envelopment Analysis was used to evaluate the efficiencies of the municipalities in the two views, considering the CCR model oriented to Output and the data provided by the SNIS and IMP, and the Malmquist Index in order to evaluate the movement of the municipalities. It was verified that the majority of the municipal policies favored the PS in detriment of better services for the PU. The municipalities that reached the Great Balance were Engenheiro Coelho and Americana in 2014 and 2015 and Cosm?polis in 2015. In addition, the dominant force of advancement towards the PS occurred due to Technological Progress rather than to the improvement of municipal relative efficiency in the period, while the forces advancing towards the PU were results of the progress of the Frontier and relative municipal efficiency. As regards the characterization of the service providers, it was concluded that the Scope is decisive in the view of the stakeholder when compared to the Legal Nature and the Property, since the municipalities operated by the Regional provider were considered efficient in the view of the PS but inefficient in the vision of the PU, obtaining the last positions in the Ranking of the User Population.
A quest?o dos objetivos conflitantes deve ser resolvida para universalizar os servi?os do saneamento, foco estrat?gico do setor. Para tanto, prop?e-se avaliar o desempenho dos sistemas de abastecimento de ?gua e esgotamento sanit?rio da Regi?o Metropolitana de Campinas ? RMC sob a ?tica de stakeholders que t?m objetivos conflitantes: a Popula??o Usu?ria ? PU e o Prestador de Servi?os ? PS. Os servi?os de ?gua e esgoto foram classificados a partir da vis?o da PU e do PS durante os anos de 2014 e 2015, segundo suas rela??es de efici?ncia, para verificar como os munic?pios colocavam-se em cada perspectiva e na vis?o conjunta. Utilizaram-se a An?lise Envolt?ria de Dados ? DEA para avaliar a efici?ncia municipal, considerando o modelo CCR orientado para Sa?da e os dados p?blicos disponibilizados pelo Sistema Nacional de Informa??es sobre Saneamento ? SNIS e pelo produto Informa??es dos Munic?pios Paulistas ? IMP da Funda??o Sistema Estadual da An?lise de Dados - SEADE, e o ?ndice de Malmquist ? IM para avaliar o comportamento dos munic?pios no per?odo. Verificou-se que a maioria das pol?ticas municipais privilegiavam o PS em detrimento de melhores servi?os para a PU nos dois anos e que os munic?pios que atingiram o Equil?brio ?timo foram Engenheiro Coelho e Americana, em 2014 e 2015, e Cosm?polis em 2014. No sentido do PS, o avan?o ocorreu devido ao Deslocamento da Fronteira ? EFC e o retrocesso de Cosm?polis e Santo Ant?nio de Posse ocorreu devido ao Emparelhamento ? TEC. No sentido da PU, o avan?o ocorreu tanto por causa do TEC quanto do EFC. O retrocesso de Holambra ocorreu tanto por conta do TEC quanto do EFC. A Abrang?ncia do prestador de servi?o, se comparada ? Natureza Jur?dica e ao Direito, foi decisiva na vis?o do stakeholder, j? que os munic?pios operados pelo prestador regional foram ineficientes para a PU e eficientes para o PS, em 2014 e 2015.
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Kvapil, Radek. "Zajištění náhradního způsobu odvodů odpadu obklíčené nemovité věci v cizím areálu." Master's thesis, Vysoké učení technické v Brně. Ústav soudního inženýrství, 2016. http://www.nusl.cz/ntk/nusl-261295.
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The thesis deals with possible ways of drainage and wastewater disposal. The issue of wastewater discharge to the environment has been closely monitored in recent years, and there is an apparent effort to improve the current situation.The dissertation discusses and compares three selected options – access to improved sanitation, building reservoirs and domestic wastewater treatment plant.The final section is dedicated to a comparison of acquisition and operating costs over time and to subsequent evaluation of the most suitable option. For the sake of clarity and assessment of potential solutions, the locality in the administrative area Vysoké Mýto - Domoradice has been selected as a model. The local authorities have been designing a public storm sewer, and given that it is surrounded by land, this issue will need to be addressed.
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Lagerbäck, Benjamin, and David Benson. "Tidsförluster inom utbyggnad av kommunalt VA i omvandlingsområden : Time loss in the development of municipal water and sewerage systems in transformation areas." Thesis, KTH, Byggteknik och design, 2018. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-233535.
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Van, Heerden George Adrian. "Evaluation of alternatives for hydraulic analysis of sanitary sewer systems." Thesis, Stellenbosch : Stellenbosch University, 2014. http://hdl.handle.net/10019.1/86534.
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Thesis (MScEng)--Stellenbosch University, 2014.ENGLISH ABSTRACT: This research project focuses on sanitary sewer systems. When performing an analysis of a sewer drainage system with known constraints, an appropriate model needs to be chosen depending on the objectives of the analysis. Uncertainties are also present in the analysis of sewer drainage systems. The uncertainties and the errors in hydraulic models need to be understood and considered. The required level of accuracy and the type of hydraulic problem that needs to be solved may alter the complexity of the hydraulic model used to solve a drainage system. The wide variety of available simulation models further complicates model selection. With various models available, selecting the most appropriate model for a particular drainage system simulation is important. The various models for sewer drainage system analysis can be categorised in different ways. For example, it is possible to categorise models according to their purpose, which could be evaluation, design or planning. Evaluation models are mainly used to test whether existing systems or planned systems are adequate and require the highest hydraulic detail. Design models are used to determine the size of conduits within a drainage system and require moderate levels of hydraulic detail. Planning models are primarily used for strategic planning and decision making for urban or regional drainage systems and require the least amount of hydraulic detail. An understanding of the available models is required in order to choose the most suitable simulation model for the desired purpose. Some models are derived from the Saint-Venant equations of flow. The most detailed models are typically referred to as fully dynamic wave models and utilise all the components of the Saint-Venant flow equations. By removing terms from the Saint-Venant equations a kinematic wave model can be created. Some less complex models ignore basic principles of hydraulics in order to make assumptions that simplify the process of simulating flows. In this thesis three different models were compared: a detailed model using fully dynamic flow equations, a simplified model using kinematic wave equations and a basic model using contributor hydrograph routing equations. For the drainage system analysis SWMM-EXTRAN was used as the fully dynamic wave model, SWMM-TRANSPORT was used as the kinematic wave model and SEWSAN was used as the contributor hydrograph model. Two drainage systems situated in South Africa were used as case studies and are referred to as Drainage System A and Drainage System B in this thesis. The actual flow rate was recorded at two points with flow loggers, one in each of the two systems. The flow rate was continually recorded at 1 hour intervals for the period 1 July 2010 to 9 July 2010 in Drainage System A as well as in Drainage System B. The same input parameters were used for each model allowing the modelled flow rates to be compared to the measured flow rates. The models provided peak flow results that were within 2% of the measured peak flow rates and the modelled mean flows were within 8.5% of the measured mean flows in most situations. However, when rapidly varied flows occurred the kinematic wave and contributor hydrograph models returned conservative results as they were unable to account for hydraulic effects such as acceleration. The effect of acceleration became most pronounced up and downstream of drop structures and sections where the slope changed considerably. The kinematic wave and contributor hydrograph models were therefore unable to accurately simulate surcharge conditions. The results suggest that the fully dynamic wave model can be used in all scenarios. The kinematic wave model can be used for a design analysis if no hydraulic structures occur in the system. The contributor hydrograph model should not be used for an evaluation analysis, but can be used for a design analysis if a relatively high level of confidence in the parameter set exists and no areas of rapidly varying flow or hydraulic structures exist within the system.
AFRIKAANSE OPSOMMING: Hierdie navorsing projek is gefokus op riool dreineringsisteme. Wanneer ʼn analise van ʼn riool dreineringsisteem met bekende beperkinge onderneem word, moet ʼn geskikte model gekies word afhangende van die doelwitte van die analise. Onbekendes is ook teenwoordig in die analise van riool dreineringsisteme. Dit word belangrik dat die onsekerhede en die foute in hidroliese modelle moet verstaan en oorweeg word. Die verwagte vlak van akkuraatheid en die tipe hidroliese probleem wat opgelos moet word mag die ingewikkeldheid van die hidroliese probleem, wat gebruik word om ʼn rioolsisteem op te los, verander. Die wye verskeidenheid van beskikbare simulasie modelle bemoeilik verder die keuse van ʼn model. Met etlike modelle beskikbaar vir seleksie, is die mees geskikte model vir ʼn spesifieke dreineringsisteem simulasie belangrik. Die verskeie modelle vir riool dreineringsisteem analise kan op verskillende wyses gekategoriseer word. Byvoorbeeld, dit is moontlik om modelle te kategoriseer volgens hulle doel, wat evaluasie, ontwerp en beplanning kan wees. Evaluasiemodelle word hoofsaaklik gebruik om te toets of huidige of beplande sisteme voldoende is en of hulle die hoogs moontlike hidroliese besonderhede benodig. Ontwerpmodelle word gebruik om die grootte van ʼn leipyp binne ʼn rioolsisteem te bepaal en benodig matige vlakke van hidroliese besonderhede. Beplanningsmodelle word hoofsaaklik gebruik vir strategiese beplanning en besluitneming vir stedelike en landelike rioolsisteme en benodig die laagste vlak van hidroliese data. ʼn Begrip van die beskikbare modelle is nodig om ʼn keuse te maak rakende die mees geskikte simulasie model vir die verlangde doelwit. Sommige modelle is afkomstig van die Saint-Venant vergelykings van vloei. Die mees gedetailleerde modelle word tipies na verwys as die volledige dinamiese golf modelle en benut alle komponente van die Saint-Venant vloei vergelykings. Deur die verwydering van terme van die Saint-Venant vergelykings kan ʼn kinematiese golf model daargestel word. Sommige minder gekompliseerde modelle ignoreer die basiese beginsels van hidrologie om aannames te maak wat die proses van golf simulering vereenvoudig. In hierdie tesis is drie verskillende modelle vergelyk; ʼn gedetailleerde model wat volledige dinamiese vloeivergelykings gebruik; ʼn vereenvoudigde model wat kinematiese golfvergelykings gebruik en ʼn basiese model wat bydraende hidroliese versending vergelykings. Vir die dreineringsisteem analise was SWMM-EXTRAN gebruik as die volledige dinamiese golfmodel, SWMM-TRANSPORT was gebruik as die kinetiese golfmodel en SEWSAN was gebruik as die bydraende hidroliese model. Twee dreineringsisteme in Suid-Afrika was gebruik as gevallestudies en word na verwys as Dreineringsisteem A en Dreineringsisteem B. Die werklike vloeikoers was aangeteken by twee punte met vloeimeters, een in elk van die sisteme. Die vloeikoers was deurlopend opgeteken met 1 uur tussenposes vir die periode 1 Julie 2010 tot 9 Julie 2010 in Dreinering Sisteem A sowel as Dreinering Sisteem B. Dieselfde inset parameters was gebruik vir elke model wat dit moontlik gemaak het dat die gemoduleerde vloeikoerse met die gemete vloeikoerse vergelyk kon word. Die modelle het spits vloeiresultate voorsien wat binne 2% van die gemete spits vloeikoerse was en, in die meeste situasies, dat die gemoduleerde gemiddelde vloei binne 8.5% van die gemete gemiddelde vloei was. Wanneer vinnig varierende vloei voorgekom het, die kinetiese golf and bydraende hidrograaf modelle konserwatiewe resultate gelewer het, aangesien hulle nie in staat was om hidroliese effekte soos versnelling te verklaar nie. Die effek van versnelling was op sy duidelikste stroomopwaarts en stroomafwaarts onder valstrukture en by gedeeltes waar die helling aansienlik verander het. Die kinetiese golf en bydraer hidrograaf modelle was gevolglik nie in staat om oorladingsomstandighede akkuraat te simuleer nie. Die resultate wys dat die volledige dinamiese vloeimiddel gebruik kan word in alle omstandighede. Die kinematiese vloeimiddel kan gebruik word vir ʼn ontwerp analise indien geen hidroliese struktuur in die sisteem voorkom nie. Die bydraer hidrograaf model behoort nie gebruik te word vir ʼn evaluerings analise nie, maar kan gebruik word vir ʼn ontwerp analise indien ʼn relatiewe hoë vlak van vertroue in die parameter stel bestaan en geen area van vinnig veranderende vloei of hidroliese strukture binne die sisteem bestaan nie.
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Laksar, Luboš. "Vyhodnocení provozu tlakové kanalizace obce Štěpánovice." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2012. http://www.nusl.cz/ntk/nusl-225351.
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This thesis deals with the description of the pressure sewerage systems. Primarily focuses on the assessment of operation of the pressure sewerage system of the municipality Štěpánovice, where he was evaluated on the network pressure, flow of waste water, waste water quality and system silure rate.
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Mickutė, Jurgita. "Širvintų rajono vandentiekio ir nuotekų tinklų būklės analizė." Master's thesis, Lithuanian Academic Libraries Network (LABT), 2009. http://vddb.library.lt/obj/LT-eLABa-0001:E.02~2009~D_20090603_094312-02614.
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Šiame darbe analizuojama Širvintų rajono vandentiekio ir nuotekų tinklų būklė. Analizei panaudota UAB “Širvintų vandenys“ informacija, bei Širvintų kaimo gyventojų apklausos duomenys. Aktualiausia problema - vandentiekio ir nuotekų tinklų būklė Širvintų rajone. Gyventojai, gyvenantys individualiuose namuose miestuose bei nedidelėse priemiestinėse gyvenvietėse dažnai neturi galimybių naudotis vandens tiekimo ir nuotekų šalinimo paslaugomis. Jie savo reikmėms vandenį ima iš individualiai įrengtų šachtinių šulinių bei gręžinių. Šie gyventojai nuotekas dažniausiai išleidžia į išsėmimo duobes. Išanalizavus esamą situaciją galima teigti, kad dauguma Širvintų rajono gyventojų vandenį gauna iš centralizuotų vandentiekio tinklų, o nuotekas išleidžia į išsėmimo duobes arba į individualius valymo įrenginius.The aim of thesis is to analyse the condition of water-supply and sewerage systems of Sirvintai District. The survey data of Sirvintai district people was used to carry out the analysis. The most relevant problem is the condition of water-supply and drainage systems of Sirvintai District. People, who live in their own houses in towns and small suburban villages, often do not have access to water-supply and wastewater disposal services. They receive water from their individually built wells and bores for their own consumption. These people usually drain wastewater into the exhausting holes. Having analysed the current situation we can declare that most Sirvintai district people receive water from public water systems but drain wastewater into the exhausting holes or individual wastewater treatment facilities.
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Honzírek, Stanislav. "Zdravotně technické instalace v bytovém domě." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240162.
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This diploma thesis deals with sanitation installations in residential building in Brno. The theoretical part is devoted to the analysis of the topic with emphasis on Individual ways of preparation hot water in residential buildings. Technical part then solves the sanitation instalations of this building in the selected variation. Calculation part contains design and proportions of sewerage and rainwater system, internal water installations and their connection to present technical networks. I tis a multi-story building with two underground floors used for parking and five floors designed for housing. Project was done according to current Czech and Europe standarts and regulations.
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Možná, Pavlína. "Zdravotně technické instalace ubytovacích zařízení." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-226000.
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Master’s thesis "Plumbing systems for accommodation facilities" is processed in the form of project documentation plumbing according to applicable regulations. Designed building has five floors, basement. The ground floor restaurant and relaxing part of the hotel, in the remaining floors are guest rooms with 75 beds. One room is completely wheelchair. The building is located outside urban areas without connection to public utilities. The work focuses on the design of plumbing hotel and presents two variants of the possible solutions for waste water from the building. Building water supply is secured from drilled wells and the proposed pumping equipment.
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Šimon, Michal. "Zdravotně technické instalace v hotelu s lázeňským provozem." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226846.
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Thesis: Sanitation installation in a hotel with health resort The unit has 6 floors, it is partly with a cellar. The 1st floor is intended for spa purposes, the floors 3-5 serve as the acommodation area and in the 6th floor there is a machine room. The theoretic part is focused on the water problematics, on the type of sewages, including the labeling of their colors, and the following secondary use of the sewages. The next step is the choosing of the appropriate obtion. The project concerns the sanitation installation in a hotel with health resort.
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Výstupová, Eliška. "Využití šedých vod v hotelu." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240296.
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This thesis solves sanitary equipment installation and design of distribution of gray water in the hotel. Designed building has three floors and basement. On the first floor there are a restaurant, bar, conservatory, sanitary facilities and kitchen facilities. In the second and third floor are rooms for guests. In the basement there are storages, laundry room, engine room and other rooms, which are important for operation. The theoretical part is focused on familiarization with the theme of gray water, their division and possibilities. The practical part of applied knowledge on the subject at. The work also includes the calculation of return on this technological system.
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Saade, Maamoun. "Etude du comportement des voûtes en maçonnerie renforcées par matériaux composites : Application aux ouvrages d'assainissement." Thesis, Artois, 2012. http://www.theses.fr/2012ARTO0205/document.
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Les ouvrages d’assainissement en maçonnerie de meulière construits au 19ème siècle à Paris ont une forme ovoïdale et sont soumis à des sollicitations agressives qui ont largement augmenté depuis le début du 20ème siècle. Si la majorité de ces ouvrages continuent à fonctionner, leur état général se dégrade inexorablement. Comme la reconstruction n’est pas toujours possible pour des raisons de coût et d’impact social, la réhabilitation est la solution adoptée par de nombreux maîtres d’ouvrages. La thèse est une partie du projet RESAME qui a pour but de réduire les coûts de réhabilitation, d’améliorer la durabilité des réparations et de diminuer le temps d’intervention sur le site. L’objectif principal de la thèse est de mettre au point de nouvelles méthodes de restructuration plus économiques que les méthodes usuellement utilisées. Après avoir présenté les ouvrages d’assainissement et leurs types de dégradations. Les techniques d’auscultation et de réhabilitation sont données. Une synthèse bibliographique de l’application des matériaux composites sur des structures en maçonnerie est détaillée en première partie. Du fait de la géométrie et des matériaux, des voutes ont été substitué aux ovoïdes pour nos essais présentés en seconde partie. Deux procédés ont été mis au point au cours de la thèse : un chemisage mince par mortier fibré de 3 cm et un renforcement par collage de matériaux composites (Lamelles et tissus). Vingt voûtes ont subi un chargement jusqu’à la rupture. Le but de l’ensemble des essais est de déterminer les mécanismes de ruine, les charges de la première fissuration et les charges à la rupture. Un gain important est alors constaté pour les méthodes de renforcement. Les résultats obtenus sont présentés et discutésIn 19th century, Sewerage systems constructed in Paris were egg-shaped and made of masonry. Collectors are subjected to aggressive loads which have largely increased since the early 20th century. Even, if the majority of structures are still in service, their general condition deteriorates inexorably, and as the reconstruction is not always possible for reasons of cost and social impact, rehabilitation is the solution adopted by many clients. The thesis is a part of the project RESAME designed to reduce rehabilitation costs, improve the durability of repairs and reduce response times on the site. The main objective of this thesis is to develop new methods of restructuring. After introducing sewerage systems and their types of damage, auscultation techniques and rehabilitation will be presented. A bibliographical survey of the application of composite materials on planes and curved structures masonry is detailed in first time. Because of the complexity of geometry and materials, the vaults were substituted by the ovoid for our tests presented in the second half. Two methods are developed in this thesis: a thin layer of fiber reinforced mortar (FRM) by 3 cm and reinforcement by composite materials. Twenty vaults have been loading up to failure. The purpose of the tests is to determine the failure mechanisms, the first cracking loads and breaking loads. An important gain is then observed as well as a delay in cracking for every reinforcement method. The results are presented and discussed. These two processes will be applicable on several projects soon
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Tobek, Miroslav. "Řešení dopravy v centru Havlíčkova Brodu." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-225922.
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The aim of this diploma thesis is the solution of the traffic situation in the city center of Havlíčkův Brod. Mainly the ground road number II/150 adjustment, which consist in the modification of the two-way traffic to one-way traffic organization in the streets Dolní, Žižkova and Na Ostrově by using the analogy of a roundabout layout, is solved within this thesis. All mentioned modifications simplify the traffic situation, improve the orientation and increase the security and the traffic flow mainly in relation to pedestrians and cyclists. Another part of this thesis is focused on revitalization of the public spaces in front of the community center called Ostrov and junction of existing cycle tracks situated on the both banks of the Sázava river. In relation to this topic the adjustment of rainwater sewerage system, low-voltage above ground network, public lighting, communication electric cables, fire brigade signal lights and low-pressure gas pipeline is also solved.
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Hrbáček, Miroslav. "Zdravotně technické a plynovodní instalace kryté plovárny." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226854.
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The Master‘s thesis addresses sanitation installation and gas installation in the indoor swimming pool in Litomyšl. The theoretical part focuses on the use of greywater and rainwater as service water. The thesis includes the design of several variants with their assessment. The project for construction is also part ofthe thesis.
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Su, Wen-Jer, and 蘇文哲. "Application of MS PROJECT on the Project Management of Sewerage System- A case study of Sewerage System in Tainan." Thesis, 2005. http://ndltd.ncl.edu.tw/handle/23582614833238503370.
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碩士國立成功大學
水利及海洋工程學系碩博士班
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ABSTRACT The sewerage construction is an important indication for national construction development, which has certain degree of impact on the image and competition ability of a country. Many countries have made it as an important administration job. According to “Challenge 2008: Important Plan of National Development ” approved on May 31, 2002 by Executive Yuan, the sewerage construction has been included in the sub-plan of the “Water and Green Construction” under item 9, which will be executed and mapped out by Construction & Planning Administration. It is planned to increase the pipe connection rate from 8% at end of 2001 to 20.3% by 2007 as a target. The promotion of the sewerage construction in Taiwan area will be an important project in the future. In view of the sewerage piping web construction is an inevitable ring of the overall sewerage system, the risky factor during the construction is critical to the success or failure of the construction, also it will affect the operation of the whole sewerage system. This study has aimed at the uncertain factors on site during sewerage piping web construction at southern Taiwan (Tainan county and city, Kaohsiung city) to do the questionnaire investigation from the expert, also, to analyze the quantitive risky value that will affect the degree of progress, further, to reflect such value on the whole construction period as well as itemized construction construction periods practically, and to investigate and prove then. Such information may offer the professional management personnel the choice, application and plan of risk management during the construction period such as: the appropriation of the pipe moving budget, follow-up the timetable for pipe moving, execution of earlier completion plan by contractor, etc., treatment strategy. The timing control of sewerage piping construction that applies MS Project expertise software, and take the sewerage piping and branch piping construction of Tainan City as example will have better efficiency on data acquirement, collection, processing, analysis, storage and use during the construction period, hoping to achieve the goal to upgrade the case management by computerized information technology. Besides, this study will also make use of the prompt character of the information technology to help the execution of the case management on sewerage construction.
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Beder, Sharon. "From pipe dreams to tunnel vision : engineering decision-making and Sydney's sewerage system /." 1989. http://www.library.unsw.edu.au/~thesis/adt-NUN/public/adt-NUN20050414.214737/index.html.
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Whitaker, Todd B. "Sewer system rehabilitation and the effectiveness of chemical grouting /." 1990. http://hdl.handle.net/1957/11826.
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