Relevant bibliographies by topics / Sanitary installation

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Sanitary installation'

Author: Grafiati
Published: 4 June 2021
Last updated: 1 February 2022

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Journal articles on the topic "Sanitary installation"

1

Rodriguez, Jean‐Jacques. "Phonic deadening device for conduit of sanitary installation." Journal of the Acoustical Society of America 84, no. 5 (November 1988): 1961. http://dx.doi.org/10.1121/1.397139.

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Roszkowska-Hołysz, Dorota. "The Accounts Receivable Management in Commercial Enterprises of the Installation and Heating Industry." Management 17, no. 2 (December 1, 2013): 166–76. http://dx.doi.org/10.2478/manment-2013-0063.

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Summary The Accounts Receivable Management in Commercial Enterprises of the Installation and Heating Industry The article presents the issues of managing current assets in trade enterprises on the market of sanitary and heating devices and installations. It is a capital intensive activity and the current assets being receivables are characterized by a high risk level. Distributors finance executing companies, which commonly use trade credit.
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Bezerra, Paulo Eduardo Silva, Ádanna De Souza Andrade, and Milena Marília Nogueira de Andrade. "Mapping of potential areas for landfill installation in the Metropolitan Region of Belém." Ciência e Natura 42 (September 3, 2020): e45. http://dx.doi.org/10.5902/2179460x41186.

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The production of solid waste in Brazil has increased considerably, with the creation of a great number of dumps. Several socio-environmental impacts results from this inadequate disposal. The present work had the objective to evaluate, based on environmental, economic and social criteria, possible favorable areas for the installation of a sanitary landfill in the Metropolitan Region of Belém (MRB), state of Pará. To this end, data were processed using a Geographic Information System (GIS). A map with potential areas for landfill installation in the MRB was created, based on the criteria and weights assigned to each variable through map algebra methods. The results showed four areas in the municipality of Santa Bárbara and Santa Izabel as favorable for installation of the project, with characteristics that meet the criteria established in legislation (NBR 13896/1997).
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Quiroga, Cesar, David Ford, Timothy Taylor, Stanley Kranc, and Edgar Kraus. "Construction Specification Framework for Utility Installations." Transportation Research Record: Journal of the Transportation Research Board 2060, no. 1 (January 2008): 162–72. http://dx.doi.org/10.3141/2060-18.

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Utility accommodation policies nationwide contain requirements for the accommodation, location, installation, relocation, and maintenance of utility facilities on the state right-of-way. The policies normally cover basic requirements, making it necessary to use additional specifications and special provisions to handle situations not covered by the policies. Frequently, because of the lack of standard utility installation construction specifications at transportation agencies, many different versions of special specifications and special provisions exist. Closely related to the need to standardize construction specifications for utility installations is the need to standardize methodologies and procedures for determining the cost of utility relocation. This lack of standardization translates into difficulties such as how to verify the validity of the cost data submitted for reimbursement and how to prepare adequately for audits and other internal and external inquiries. This paper summarizes the work completed to develop a prototype framework of construction specification requirements for utility installations, with a focus on water, sanitary sewer, and communication specifications. The specification framework includes five groups of specifications: earth work, pipes and boxes, appurtenances, other, and general (including specifications such as mobilization and traffic control, which highway construction contracts typically include but are also relevant to the utility relocation process). The framework uses tables that summarize the main characteristics of proposed new and modified standard specifications and includes a listing of pay items, subsidiary items, and corresponding measurement units. The framework also includes specification requirements.
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Marzon, Marzon, Mukhlis Islam, and Elhusna Elhusna. "ANALISIS PENAMPANG KOLOM BETON BERTULANG PERSEGI PANJANG BERLUBANG." Inersia, Jurnal Teknik Sipil 10, no. 2 (January 29, 2019): 1–12. http://dx.doi.org/10.33369/ijts.10.2.1-12.

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Installation of pipes (conduit) in the building columns often found in reinforced concrete structures. The installation of pipes inside the columns is utilized as sanitary and mechanical electrical pipes. The case research in this study is to analyze the rectangular column with the applied research type (applied/pratical research). This research aims to analyze the impact of the holes on square rectangular columns. This calculation consists of 675 samples with differentconcrete compression strength (f'c), reinforcement area, holes area, and the dimensions of the column. Analysis of the calculation of hollow rectangular columns using the stress-strain relationship equation developed by Hognestaad. The results of the analysis on hollow rectangular columns resulted in a decrease column capacity. The largest decrease of the rectangular column capacity occurred on holes area of 7%, with concrete compression strength 30 MPa, and dimensions of the column 450 x 1800 mm which is 16.97%.
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Rey Rey, Daniel, Manuel Alejandro Miguez Ruanova, Francisco Manuel León Mayo, Iago Fernández Otero, Vicente Gándara Villadoniga, and A. López Agüera. "Solar mixed thermal and photovoltaic installation for an infantile educational-sanitary lodging in Senkata-El Alto (BOLIVIA)." Renewable Energy and Power Quality Journal 1, no. 07 (April 2009): 548–53. http://dx.doi.org/10.24084/repqj07.419.

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SHUVALOV, Mikhail V. "DIALECTICS OF THE TOTALITY OF THEORETICAL, METHODOLOGICAL AND NORMATIVE PROVISIONS APPLIED FOR THE DESIGN OF THE SETTLEMENTS SEWAGE SYSTEM." Urban construction and architecture 8, no. 2 (June 15, 2018): 35–45. http://dx.doi.org/10.17673/vestnik.2018.02.6.

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On the base of the system analysis of technical literature and regulatory documentation on the sewerage of sett lements and industrial enterprises it is established that in the history of the development of sanitary equipment for the period from the middle of the 19th century onwards up to the present time it is possible to roughly distinguish fi ve stages diff ering from each other in that for a certain period of time in developed countries a certain system of theoretical and normative provisions on the collection, removal and disposal of sewage water dominated. In the fi rst quarter of the XX century the generally accepted paradigm is the method of sewerage of sett lements by a centralized scheme with the installation of communal sewage treatment plants by a biological method. At the beginning of the XXI century there is a paradigm shift in the collection, management and purifi cation of domestic wastewater due to the resumption of search for resource-saving technologies that reduce the emission of pollutants into the environment through the introduction of technological solutions for the separation of domestic (sanitary) wastewater into separate fl ows for the purpose production from waste water components of secondary products. In the short term, after the development and approval of normative documents regulating the basic sanitary rules and technological norms for the introduction of advanced modifi ed technologies for the separation of human excrement and household wastewater with the purpose of separate treatment with the disposal of sewage components, a gradual transition from a centralized to a decentralized separate sewerage system will be carried out domestic and sanitary sewage.
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SUDO, Mine, Akira TAKAKUSAGI, and Toshiaki CHIGIRA. "STUDY ON FAILURES AND TROUBLES ABOUT AIR-CONDITIONING AND SANITARY INSTALLATION IN HOSPITAL FACILITY BASED ON MAINTENANCE RECORDS." Journal of Architecture and Planning (Transactions of AIJ) 78, no. 690 (2013): 1837–46. http://dx.doi.org/10.3130/aija.78.1837.

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Zverev, A. Yu, S. V. Borisevich, N. Ya Chepurenkov, D. N. Masyakin, E. A. Kovalchuk, V. A. Bykov, V. V. Trufanova, et al. "Virucidal activity of pulsed ultraviolet radiation of continuous spectrum against SARS-CoV-2 coronavirus." Medical alphabet, no. 18 (September 24, 2020): 55–58. http://dx.doi.org/10.33667/2078-5631-2020-18-55-58.

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The effect of pulsed ultraviolet (UV) radiation of a continuous spectrum on the inactivation of the novel SARS-CoV-2 coronavirus on metal surfaces was studied. The ability of generators of pulsed UV radiation of a continuous spectrum to completely inactivate the causative agent of COVID-19 within 3 minutes (Alpha-06) and 6 minutes and 45 seconds (Alpha-09) of the installation was confirmed. It has been shown that the use of high-intensity pulsed UV radiation of a continuous spectrum in the general complex of sanitary and hygienic measures for a long time (5 months) allows the personnel of medical organizations, in particular, employees of the laboratory PCR centre, to be protected from the disease of the new coronavirus infection COVID-19.
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Nader Manrique, Carlos Alberto, Alex Leandro Perez Perez, Camilo Andres Cifuentes Quin, and Helmut Geofre Ramos Calonge. "Portable Epidemiological Isolation Unit. Ephemeral Architecture for Covid-19 Emergency." Strategic Design Research Journal 13, no. 3 (December 23, 2020): 401–17. http://dx.doi.org/10.4013/sdrj.2020.133.09.

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In response to the COVID-19 global pandemic, the Colombian Ministry of Science and Technology launched the call for research proposals MinCienciatón. The call invited researchers in different fields, including epidemiology and biomedical design, to present solutions that help mitigate the health emergency produced by the fast spread of the virus worldwide. Among other subjects of interest, the call encouraged researchers to present ideas for the isolation of infected patients and the protection of medical staff. In this context, the LAB[1] was selected to design and produce a Portable Epidemiological Isolation Unit. Product of the laboratory’s research in polyhedral geometry and ephemeral architecture, we designed a pneumatic structure which permits the treatment of infected patients in aseptic and well ventilated spaces – as well as the isolation of medical staff and equipment. In the event that the health system becomes saturated, the Portable Epidemiological Isolation Unit will allow the sanitary authorities to expand its hospital capacity when needed. It will also permit the installation of field hospitals in isolated areas of the national territory that do not count with the necessary infrastructure to cope with the sanitary crisis. [1] In compliance with the blind evaluation policy of the journal, this proposal does not mention the name of the laboratory in question nor its institutional bond.
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Dissertations / Theses on the topic "Sanitary installation"

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Hlaváčová, Zuzana. "Zdravotně technické a plynovodní instalace ve výrobní hale." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227211.

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The diploma thesis solves question about sanitation installations and gas installation on the factory floor in Tišnov. The theoretical part deals with draining and cleaning of waste water containing oil products. The work also focuses on possible solutions given specialization. Project part solves sanitation installations and gas installation on the factory floor in the selected variant of the object. This is a large hall with an administrative part.
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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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Slaninová, Anna. "Zdravotně technické instalace ve výškovém domě." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-226010.

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My final thesis "Health technical installations in high-rise building" is developed in the form of a project presentation containing all requirements according to applicable regulations for presenting a building construction plan. The design documents a tall building with twenty floors above ground with 3 underground floors handled by distribution of plumbing, and water system, including drainage systems. This property consists of underground garages, offices, restaurants and apartments. Documentation includes projects of connections - water, sewer, individual floor plans, sections, and axonometric diagrams. The thesis is developed by including specialty architectural design and includes the seminar work “Drinking water supply for high-rise building.”
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Červená, Hana. "Sportovně relaxační centrum." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226535.

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This thesis details the building design blueprints and associated project documentation for a sports and leisure center in the town of Holesov. The building consists of 2 floors and a basement. In the basement there are rooms for sporting and relaxation activities and a staff room for employees. There is a reception and restaurant in the first floor. The last floor contains massage parlors and solariums with the inclusion of a VIP lounge. This dissertation includes an architectural study and technical specifications for the sanitary engineering and concrete structures of the building. The latter of which includes the calculations for the cross reinforced concrete platform.
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Johannes, Kévyn. "Optimisation des installations solaires collectives d'eau chaude sanitaire : application des techniques « des faibles débits » et « du stockage divisé »." Phd thesis, Chambéry, 2005. http://tel.archives-ouvertes.fr/tel-00367630.

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Les installations de production d'eau chaude solaire collective ayant peu évolué ces vingt dernières années, il paraissait important de rechercher des innovations afin de les améliorer d'un point de vue technico-économique.
Nous avons ainsi conçu un ballon de stockage à stratification, fonctionnant aussi bien dans les installations individuelles que dans les installations collectives.
La simulation du comportement d'un ballon domestique puis collectif grâce au code CFD Fluent a permis de mettre en évidence l'influence positive de la présence d'injecteurs à plaques sur les entrées solaires ainsi que sur l'entrée d'eau froide.
Les résultats expérimentaux, obtenus grâce à la mise en place d'un banc expérimental, ont permis de valider le modèle CFD ainsi que l'utilisation des injecteurs à plaques vis-à-vis de la stratification thermique. Une étude par injection de colorant a également permis d'étudier qualitativement la stratification au sein du ballon.
L'objectif du travail étant d'optimiser les installations solaires d'eau chaude collective, nous avons élaboré un modèle avec le logiciel TRNSYS. Il permet de simuler l'ensemble des composants intervenant dans la production solaire d'eau chaude sanitaire de telles installations. La validation du modèle de référence développé a été réalisée grâce à des données expérimentales. En effet, l'installation solaire de la maison de retraite « Les Berges de l'Hyères » située à Chambéry (73) a été instrumentée de façon à obtenir notamment le bilan énergétique aux bornes de chaque composant. La comparaison des résultats expérimentaux et numériques indique la cohérence du modèle, bien que des différences, néanmoins explicables, persistent.
Ce modèle a ensuite servi de base de comparaison dans la proposition d'installations innovantes plus performantes sur le plan énergétique. La comparaison des différentes solutions est basée sur le taux de couverture solaire corrigé. Contrairement au taux de couverture défini dans la Garantie de Résultats Solaires (GRS), le taux de couverture solaire corrigé considère l'énergie d'appoint ainsi que l'énergie nécessaire au fonctionnement des auxiliaires. Les conclusions à l'issue de ces simulations sont très satisfaisantes. En effet, les installations solaires collectives décentralisées atteignent des taux de couverture solaire corrigés de 30% et réduisent ainsi sensiblement les rejets de CO2. Nous avons également mis en évidence l'intérêt de faire fonctionner l'installation en débit variable. L'alimentation des pompes grâce à des cellules photovoltaïques est également très prometteuse.
Enfin, l'analyse économique montre que les installations à production solaire centralisée et à appoint individualisé, ainsi que les installations décentralisées, permettent d'effectuer des économies non négligeables sur la fourniture de l'énergie d'appoint. Cependant, l'investissement initial est fonction du nombre de ballons mis en place, et par conséquent, les temps de retour sont plus ou moins intéressants.
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Opršálová, Žaneta. "Zdravotně technické instalace v polyfunkčním objektu." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-372039.

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The diploma thesis deals with the problems of sanitation installation in a multifunctional building in Třinec. The theoretical part focuses on the analysis of the topic, with emphasis on the draining and cleaning of waste water. The thesis also focuses on possible solutions given specialization. The project solves the sanitation installation of the multifunctional building in the selected variant. It is a multistorey building where are supermarket, shop, pharmacy, cafe, public toilets, fitness center and commercial space.
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Takagaki, Carolina Yumi Kubo. "Regras de verificação e validação de modelos BIM para sistemas prediais hidráulicos e sanitários." Universidade de São Paulo, 2016. http://www.teses.usp.br/teses/disponiveis/3/3153/tde-23082016-152027/.

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A complexidade das atuais edificações e, consequentemente, a divisão dos projetos em especialidades e subsistemas evidenciam as dificuldades do coordenador de projetos em gerenciar todo o processo de projeto. Há necessidade de um fluxo contínuo de troca de informações e de comunicação entre os envolvidos. A prática do BIM (Building Information Modeling) e o emprego de suas ferramentas computacionais propiciam aos projetistas a agilidade e precisão no desenvolvimento do projeto, uma vez que possibilita, por exemplo, uma visualização da interação de todos os subsistemas do edifício. No entanto, o cenário atual da tecnologia não provê ferramentas para todos os fluxos de trabalho necessários, e quando fornece, nem sempre o software disponível segue as normas específicas para determinada aplicação em certo país. As normas técnicas estabelecem requisitos e recomendações relativos ao projeto e devem ser observadas por projetistas para a segurança e qualidade das edificações. Neste sentido, o objetivo desta pesquisa é desenvolver regras de verificação e validação de modelos BIM para sistemas prediais com base em normas técnicas brasileiras, tais como a de sistemas prediais de água, de esgoto sanitário e de águas pluviais. O método empregado considera o levantamento das recomendações normativas e suas respectivas transformações em regras que possam ser verificadas automaticamente por meio de programas de computador. O programa adotado foi o software Solibri Model Checker (SMC), que faz uso de modelos em Industry Foundation Classes (IFC). Os resultados mostram que regras simples de comparação e relacionadas a propriedades de cada elemento são possíveis de serem parametrizadas no SMC e têm resultados sólidos de fácil visualização, o que permite uma correção mais rápida e dinâmica por parte dos projetistas e coordenadores de projeto. Para regras mais complexas, necessitou-se da criação de ferramentas paralelas ao SMC. Constata-se que o SMC ainda é incompleto quando se trata da análise de projetos de sistemas prediais hidráulicos e sanitários, porém é possível desenvolvê-las uma vez que o modelo em IFC pode conter todas as informações necessárias às análises. Assim, verifica-se a necessidade de que os projetos BIM contenham as informações e obedeçam a padrões de modelagem para que possam ser utilizados na verificação de regras de modo eficiente. Por fim, os resultados desta pesquisa contribuem para o emprego do BIM no desenvolvimento e análise de projeto de sistemas prediais hidráulicos e sanitários com maior precisão, agilidade e qualidade.
The complexity of existing buildings and, consequently, the division of projects and sub-specialties highlight the difficulties the project coordinator to manage the entire design process. There is a need for a continuous flow of information exchange and communication among stakeholders. The practice of BIM (Building Information Modeling) and the use of their computational tools provide designers the speed and accuracy in the development of the project, as it enables, for example, a preview of the interaction of all building subsystems. However, the current technology landscape does not provide tools for all to workflows required, and when it does, they do not always follow standards a specific application in a given country. The technical standards contain requirements and recommendations relating to the project and must be observed by designers for the safety and quality of the buildings. In this sense, the objective of this research is to develop procedures for verification and validation of BIM models for building systems based on Brazilian technical standards, such as building systems for water, sanitary sewer and storm water. The employed method considers the collection of policy recommendations and their changes in rules that can be automatically checked using computer programs. The adopted program was Solibri Model Checker software (SMC), which makes use of models in Industry Foundation Classes (IFC). The results show that simple comparison rules and related properties of each element are able to be parameterized in the SMC and have solid results for easy viewing, allowing faster correction and dynamic on the part of designers and design engineers. For more complex rules the creation of parallel tools to SMC is needed. It appears that the SMC is still incomplete when it comes to the analysis of hydraulic and sanitary building systems projects, but you can develop them as the model in IFC can contain all the necessary information to the analysis. Thus, there is a need that the BIM projects contain the information and comply with standards for modeling which can be used to verify rules efficiently. Finally, the results of this research contribute to the use of BIM in the development and design analysis of hydraulic building systems and toilets with greater accuracy, speed and quality.
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Ferreira, Armando Traini. "Estudos hidráulicos em sistemas de bacias sanitárias." Universidade de São Paulo, 2009. http://www.teses.usp.br/teses/disponiveis/3/3147/tde-21072009-143256/.

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Atualmente a visão sistêmica na compreensão dos problemas tem sido uma poderosa ferramenta e esta Dissertação aplicou estes conhecimentos aliados à economia de água, fonte de várias pesquisas atuais devido à preocupação deste bem cada vez mais escasso. O objetivo deste trabalho foi a compreensão dos fenômenos hidráulicos em bacias sanitárias, utilizando-se o modelo proposto por Mendes, envolvendo várias áreas da engenharia: perdas de cargas em tubulações, verificações de Normas Brasileiras de produtos e sistemas prediais, aplicações de Quantidade de Movimento, estudos de jatos utilizando-se a teoria de Abramovich e o efeito Splash e as respectivas utilizações destas ferramentas nas análises do desempenho do sistema hidrossanitário. A sugestão da obtenção de informações através do hidrograma de saída da bacia sanitária estudada permitiu, utilizando-se um reservatório de descarga graduado, a variação do nível e, consequentemente, informações hidráulicas relevantes: duração da descarga, volume consumido, a força de arraste induzida pelo escoamento ( ação motriz da remoção dos sólidos) e as máxima e mínima tensões de cisalhamento. A performance do equipamento estudado foi obtida devido a vários fatores, entre eles: o formato tronco-cônico com escoamento helicoidal interno às paredes do equipamento e o sifão trompa que difere dos sistemas atuais por permitir uma menor perda de energia quando do transporte de sólidos. O modelo estudado apresentou resultados que, apesar de permitir melhoramentos, são otimistas quanto ao volume consumido (4 litros), além do fato de evitar o desconforto (dentro dos parâmetros estabelecidos) do efeito Splash aos usuários quando do ato de defecar e a remoção (simulada em softwares) dos resíduos no ramal de saída. A principal conclusão deste trabalho é que as melhorias de desempenho em bacias sanitárias necessariamente passam pelo bom uso da Mecânica dos Fluidos e da Hidráulica.
Currently, the systematic approach of problems comprehension has been a powerful tool. This knowledge was used on the present work, as well as information about water saving, subject of a lot of nowadays researches, considering the concern about this natural resource (water), scarcer with each passing day. The purpose of this work was to understand the hydraulic phenomena at sanitary basins, using the model considered by Mendes, relating several engineering areas: load loss on tubings, verifications of Brazilian Norms about building products and systems, applications of motion quantity measuring, jets studies under the Abramovich theory, the \"Splash\" effect and the respective uses of these tools on the performance analysis of the hydro-sanitary system. The suggestion of the information attainment through the exit hydrogram of the studied sanitary basin allowed, by using a graduated water flush reservoir, the level variation and, consequently, relevant hydraulic information: flush duration, volume of water consumed, drag force induced by drainage and the maximum and minimum shear tensions. The performance of the studied equipment was obtained because of several factors, such as: truncated cone format with helical drainage internal to the equipment walls and the siphon tube that differs from the current ones, because it allows a smaller energy loss when transporting the solids. The studied model has presented results that, despiste possible improvements, are optimistic about the volume of water consumed (4 liters), beyond the fact that prevents the discomfort of the \"Splash\" effect on the users (according to the established parameters) and facilitates the residues removal (simulated by softwares) from the exit branch. The main conclusion of this work is that the performance improvements on sanitary basins are essentially related to good use of Fluid Mechanics and Hydraulics.
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Králová, Kateřina. "Zdravotně technické instalace a plynovod v poliklinice." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-409869.

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The diploma thesis is focused on sanitary installations. Theoretical part is focused on description of flow meters and their categorization and flow measurement. Calculation and project part is about water suplly, sewerage and pipeline in health care center. Building is located in Brno and it is a reconstruction, which is divided into stages. The part of the building, which is solved in this thesis is 5. stage.
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Kousal, Tomáš. "Zdravotně technické a plynovodní instalace v polyfunkčním domě." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-371995.

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The master thesis deals with sanitation installations and gas installations in the new multifunctional building situated in Kroměříž. The theoretical part is focused on analysis of the topic. It describes in detail possibilities of rainwater management and it compares its design by both valid standarts and valid regulations. Technical part solves sanitation installations and gas installations of assigned building with the chosen option.
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Books on the topic "Sanitary installation"

1

Shultz, David W. Field studies of liner installation methods at landfills and surface impoundments. Cincinnati, OH: U.S. Environmental Protection Agency, Water Engineering Research Laboratory, 1985.

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New Zealand. Division of Public Health. Code of recommended practice for the design, installation, testing, and maintenance of sanitary plumbing and drainage in multi-storey, commercial, and industrial premises. Wellington, N.Z: P.D. Hasselberg, Govt. Printer, 1985.

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Zepeda, Sergio. Manual de instalaciones hidraulicas, sanitarias, gas, aire comprimido y vapor/ Manual of Hydraulic, Sanitary, Gas, Compressed Air and Steam Installation. 2nd ed. Editorial Limusa S.A. De C.V., 2006.

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Noise in sanitary installations. Stuttgart: IRB Verlag, 1989.

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Installations- und Heizungstechnik. Sanitär, Heizung, Klima. Gesamtband. Kieser, 2000.

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Panchdhari, A. C. Water Supply and Sanitary Installations ; Design, Construction, and Maintenance (Within Buildings). New Age International (P) Ltd., 2002.

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Harper, Gilberto Enriquez. El ABC De Las Instalaciones De Gas, Hidraulicas Y Sanitarias / the ABC of Gas Installations, Hydraulic and Sanitary. 2nd ed. Editorial Limusa S.A. De C.V., 2006.

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Book chapters on the topic "Sanitary installation"

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"Planning the sanitary installation." In Interiors Construction Manual, 196–207. Birkhäuser, 2010. http://dx.doi.org/10.11129/detail.9783034614474.196.

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"sanitary installations." In Dictionary Geotechnical Engineering/Wörterbuch GeoTechnik, 1167. Berlin, Heidelberg: Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-41714-6_190585.

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Dye, Christopher. "The culture of conveniences." In The Great Health Dilemma, 139–58. Oxford University Press, 2021. http://dx.doi.org/10.1093/oso/9780198853824.003.0007.

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Despite thousands of years of toilet culture and technology, and despite the obvious benefits of sanitation for health and well-being, the great majority of people alive today do not have access to a safe system for removing human waste. The installation of safe sanitary systems depends on cooperation among many kinds of providers and users. Their collective goal is to align the benefits for health with personal and social preferences for toilet use and hygiene, while exploiting other benefits from agriculture, energy, education, environmental protection, housing, and flood protection. For individuals, families, and communities, toilets are not merely, or even mainly, to protect health. Rather, their acceptability hinges on convenience, privacy, personal safety, and dignity, where preferences are rooted in societal norms. Providing safe sanitation for all is not merely a health intervention: it is one of the mutually reinforcing processes of cultural, social, and economic development.
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"Sanitary and disposal installations." In Spon's Civil Engineering and Highway Works Price Book 2010, 554. Spon Press, 2009. http://dx.doi.org/10.1201/9781482296259-96.

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"SANITARY AND DISPOSAL INSTALLATIONS." In Spon's Civil Engineering and Highway Works Price Book 2009, 583. Spon Press, 2008. http://dx.doi.org/10.1201/9781482266306-94.

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"Sanitary and disposal installations." In Spon's Civil Engineering and Highway Works Price Book 2005, 567. Spon Press, 2004. http://dx.doi.org/10.1201/9781482265590-95.

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"Sanitary installations and cloakrooms." In Metric Handbook, 49–70. Routledge, 2007. http://dx.doi.org/10.4324/9780080523163-8.

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Wise, A. F. E., and J. A. Swaffield. "Water installations." In Water, Sanitary and Waste Services for Buildings, 26–48. Elsevier, 2002. http://dx.doi.org/10.1016/b978-075065255-1/50004-9.

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"Water installations Résumé of conventional UK." In Water, Sanitary and Waste Services for Buildings, 36–58. Routledge, 2012. http://dx.doi.org/10.4324/9780080520797-7.

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Wise, A. F. E., and J. A. Swaffield. "Principles of soil and waste pipe installations." In Water, Sanitary and Waste Services for Buildings, 49–64. Elsevier, 2002. http://dx.doi.org/10.1016/b978-075065255-1/50005-0.

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Conference papers on the topic "Sanitary installation"

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Brown, Justin, Jason DeVoe, and Lev Ginzbursky. "The Challenges of Uniform Crystal Temperature Sensor (UCTS) Application in Turbomachinery." In ASME Turbo Expo 2013: Turbine Technical Conference and Exposition. American Society of Mechanical Engineers, 2013. http://dx.doi.org/10.1115/gt2013-95909.

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The quality of information, which is necessary to help designers further improve turbine engine performance, requires sophisticated analytics working hand-in-hand with well-developed experimental methods. Historically, the test instrumentation used in harsh, real engine conditions was short-lived, invasive, and not very accurate. This was accepted as the practical reality and the data obtained in an engine test cell had been used as little more than a sanity check or a trend indicator during the design process. Today expectations are much higher and the challenge is to develop experimental tools that can deliver the accuracy required to verify analytical predictions, calibrate computer models and to provide ground for critical design decisions in a way which was not possible before. Successful introduction of UCTS (Uniform Crystal Temperature Sensor) Technology to the leading engine manufacturers demonstrated that it has the potential to overcome the typical issues of testing in a real engine environment. It is robust, non-intrusive and capable of high accuracy temperature measurement. It is based on the mechanism of heat transfer conduction, of which the fundamental theory is rigorous and simple. Our experience has shown that in order for a UCTS-based system to realize its promise, all potential sources of error must be tightly managed. LG Tech-Link identified important factors of influence that could complicate measurement and increase its uncertainty. Among them are variations in the part’s geometry, TBC thickness, boundary conditions, and installation methodology. These have been selected as the focus of this study. The authors of this paper are using 3D Finite Element Analysis (FEA) methodology to investigate the possible pitfalls in the process of UCTS application that could cause loss of accuracy. It is the authors’ intention to probe the sensitivity of temperature at the location of the sensor to the major technological factors. The findings emphasize the value of collaboration between instrumentation, test and analytical engineers when planning engine tests and interpreting their results. Practicing engineers will be able to use the presented recommendations, methodologies and case studies to ensure the application of UCTS in their projects is accurate, compatible with test objectives and cost effective.
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Reports on the topic "Sanitary installation"

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Clausen, Jay, D. Moore, L. Cain, and K. Malinowski. VI preferential pathways : rule or exception. Engineer Research and Development Center (U.S.), July 2021. http://dx.doi.org/10.21079/11681/41305.

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Trichloroethylene (TCE) releases from leaks and spills next to a large government building occurred over several decades with the most recent event occurring 20 years ago. In response to a perceived conventional vapor intrusion (VI) issue a sub-slab depressurization system (SSDS) was installed 6 years ago. The SSDS is operating within design limits and has achieved building TCE vapor concentration reductions. However, subsequent periodic TCE vapor spikes based on daily HAPSITE™ measurements indicate additional source(s). Two rounds of smoke tests conducted in 2017 and 2018 involved introduction of smoke into a sanitary sewer and storm drain manholes located on effluent lines coming from the building until smoke was observed exiting system vents on the roof. Smoke testing revealed many leaks in both the storm sewer and sanitary sewer systems within the building. Sleuthing of the VI source term using a portable HAPSITE™ indicate elevated vapor TCE levels correspond with observed smoke emanation from utility lines. In some instances, smoke odors were perceived but no leak or suspect pipe was identified suggesting the odor originates from an unidentified pipe located behind or enclosed in a wall. Sleuthing activities also found building roof materials explain some of the elevated TCE levels on the 2nd floor. A relationship was found between TCE concentrations in the roof truss area, plenum space above 2nd floor offices, and breathing zone of 2nd floor offices. Installation of an external blower in the roof truss space has greatly reduced TCE levels in the plenum and office spaces. Preferential VI pathways and unexpected source terms may be overlooked mechanisms as compared to conventional VI.
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