Relevant bibliographies by topics / Sanitary engineering

Contents

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

Academic literature on the topic 'Sanitary engineering'

Author: Grafiati
Published: 4 June 2021
Last updated: 29 July 2024

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Journal articles on the topic "Sanitary engineering"

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Bomsta, Tanya. "Sanitary Engineering." Pleiades: Literature in Context 37, no. 1 (2017): 47–48. http://dx.doi.org/10.1353/plc.2017.0019.

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Israel, M., M. Ivanova, Ts Shalamanova, and P. Ivanova. "Professional realization of specialists in medical sanitary physics and sanitary engineering." Physica Medica 58 (February 2019): 167–68. http://dx.doi.org/10.1016/j.ejmp.2018.12.024.

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Tupov, V. B., A. A. Taratorin, V. S. Skvortsov, and A. B. Mukhametov. "Problems of acoustic safety in power engineering." Journal of Physics: Conference Series 2150, no. 1 (January 1, 2022): 012022. http://dx.doi.org/10.1088/1742-6596/2150/1/012022.

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Abstract Environmental safety issues are becoming increasingly important in the life of society. Among environmental safety issues in power engineering, acoustic safety occupies a special place. The problem of acoustic safety is associated with the fact that the regular operation of power equipment leads to an increased noise level, and power facilities are located in close proximity to residential areas. In this work, acoustic calculations were performed to determine the sanitary protection zone for gas turbines units (GTU) and combined cycle gas turbine units (CCGT) of various capacities. A formula was obtained for calculating the width of the sanitary protection zone depending on the capacity of gas turbine units and combined cycle plants and their number. It is shown that the sanitary protection zone (SPZ) of a power unit of high capacity is smaller than the sanitary protection zone of several power units of the same capacity. It is found that the noise levels from individual groups of equipment can determine the noise level at the entire border of the sanitary protection zone or in its individual sections. At the same time, noise suppression measures should be taken for all sources that generate noise levels in excess of standards. It is necessary to start noise suppression measures from those sources that generate excess noise in a larger section of the sanitary protection zone.
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Ovca, Andrej, Nevenka Ferfila, Borut Poljšak, Damjan Slabe, and Gregor Jereb. "Renovation of sanitary engineering study programme." Procedia - Social and Behavioral Sciences 15 (2011): 838–42. http://dx.doi.org/10.1016/j.sbspro.2011.03.195.

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Rydhagen, Birgitta. "Feminist Sanitary Engineering in Vioolsdrif, South Africa." Gender, Technology and Development 6, no. 2 (July 2002): 249–67. http://dx.doi.org/10.1177/097185240200600205.

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Rydhagen, Birgitta. "Feminist Sanitary Engineering in Vioolsdrif, South Africa." Gender, Technology and Development 6, no. 2 (January 2002): 249–67. http://dx.doi.org/10.1080/09718524.2002.11910043.

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SOMIYA, Isao. "TOWARD A NEW RESEARCH FIELD OF ENVIRONMENTAL ENGINEERING FROM SANITARY ENGINEERING." Doboku Gakkai Ronbunshu, no. 643 (2000): 1–10. http://dx.doi.org/10.2208/jscej.2000.643_1.

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TERASHIMA, Yutaka. "Cooperation with developing countries in environmental and sanitary engineering." Journal of Environmental Conservation Engineering 17, no. 3 (1988): 148–56. http://dx.doi.org/10.5956/jriet.17.148.

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Fink, Rok. "Special Issue—“Sanitary and Environmental Engineering: Relevance and Concerns”." Processes 11, no. 5 (May 3, 2023): 1378. http://dx.doi.org/10.3390/pr11051378.

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Зибарев, Евгений Владимирович, А. С. Афанасьев, О. В. Слюсарева, Т. И. Мурагимов, В. А. Степанец, С. М. Одоевский, Е. А. Спирина, and И. Д. Антонов. "Developing GIS portal to ensure sanitary and epidemiological surveillance of transferring radio engineering objects." Hygiene and sanitation 99, no. 4 (May 26, 2020): 344–50. http://dx.doi.org/10.47470/0016-9900-2020-99-4-344-350.

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In recent years, in the Russian Federation there has been an increase in the levels of radiofrequency electromagnetic fields in residential areas, including due to an increase in the number of base stations (BS). The purpose of sanitary and epidemiological surveillance at the stages of placement and commissioning of base stations (BS) is to prevent their adverse effects on public health. The increase in the number of base stations, together with the advent of new electronic equipment and antennas, provide opportunities for improving the processes of their accounting at the stage of placement and monitoring of the levels of radiofrequency electromagnetic fields at the operation stage. This automation tool can be a geo-information portal for providing sanitary and epidemiological surveillance of cellular base stations. The prototype of the geo-information portal allows both calculating the size of sanitary protection zones (SPZ) and building restriction zones (RZ) from the BS in online mode, displaying the results of calculations in graphical form and issuing sanitary and epidemiological conclusions for the placement and operation of base stations. The geo-information portal has the ability to synchronize with the data of the radio frequency center. Federal Service for Surveillance on Consumer Rights Protection and Human Wellbeing will be able to receive up-to-date analytical data. There will be completely automated processes of collecting, processing and storing information on BS.
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Dissertations / Theses on the topic "Sanitary engineering"

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Rydhagen, Birgitta. "Feminist sanitary engineering in rural South Africa : a theoretical framework." Licentiate thesis, Luleå tekniska universitet, 1999. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-18021.

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This licentiate thesis is a compilation of three papers with an introductory chapter. The papers cover the theory used in the doctoral research project 'Gender and technology. A Comparative study of Water Supply and Sanitation Technologies in India and South Africa'. The introductory chapter describes the motives for the study; a need to connect feminist theory and practical development work within the water and sanitation sector in the Third World. In the introduction, different views on knowledge, and science in relation to other knowledges, are discussed. The first and second paper discuss feminist theory and ecofeminism developed in the Third World or with relevance to Third World contexts. The need to address multiple hierarchies, including gender, class, race and human/nature is evident from this discussion. The third paper describes how participatory methods and the principles behind PRA (participatory rural appraisal) can be used together with feminist theory in research.

Godkänd; 1999; 20070320 (ysko)

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Lee, Yuk-yin. "Landscape re-engineering rethinking SENT landfill in sustainable landscape architectural approach /." Click to view the E-thesis via HKUTO, 2007. http://sunzi.lib.hku.hk/hkuto/record/B38480232.

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Thesis (M. L. A.)--University of Hong Kong, 2007.
Title proper from title frame. Includes special report study entitled: Restoration with native species in Hong Kong hillside. Also available in printed format.
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Riccò, Federico. "Design and engineering of 100% polyurethane sandwich structure for sanitary application." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2021.

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This work is based on a team research project developed at DUNA-Corradini SpA. The project consists in design and characterization of innovative composite structure, used principally for the production of shower trays for sanitary application. Starting from a set of existing PUR materials trademark of DUNA-Corradini SpA, DUNAPOL® T products, we worked to combine them to obtain a new composite sandwich structure for 100% PU based shower trays manufacturing, avoiding the use of glass fibres and styrene-based materials in the final product. The final prototype must be able to satisfy costumer’s requirements in terms of mechanical properties, weight, and production cost. A brief literature review is presented, regarding polyurethane chemistry, studied materials and sandwich structures. Mechanical tests were performed to study mechanical behaviour and to classify DUNAPOL® T products for sandwich production. Impact tests were performed on different sandwich structures to identify best materials for both “skin” and “core”, studying the main parameters that affect impact resistance of polyurethanes. Optimization procedure was applied working on PU formulation, core density and skin thickness principally. Materials for sandwich structures production able to withstand requirements in terms of impact resistance, were identified. Final sandwich structure obtained is characterized by high weight saving (up to 60%), good dimensional stability and low cost related to raw materials used. Finally, production of shower tray prototypes with different coatings was performed. Production process suitable for 100% PU-based shower trays was defined, exploiting DUNA-Corradini know-how in PU industry. Production process steps are then validated at DUNA-Corradini laboratories, to obtain shower tray prototypes. Then, a FMEA, failure mode and effect analysis, is applied on the production process considered, based on sandwich and shower tray production carried out in laboratory.
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Rydhagen, Birgitta. "Feminist Sanitary Engineering as a Participatory Alternative in South Africa and Sweden." Doctoral thesis, Karlskrona : Blekinge Institute of Technology, 2002. http://www.bth.se/fou/forskinfo.nsf/allfirst2/0ecaa05e81bfec0ec1256fbd0057a98b?OpenDocument.

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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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Grosso, Laura Margaret. "Computing collaboration : a study of the potential of model building to facilitate urban water supply planning in selected cities of Zimbabwe, Estonia, and Sweden /." Thesis, Connect to this title online; UW restricted, 1997. http://hdl.handle.net/1773/10804.

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Hillman, Jesse T. "Prioritizing Rehabilitation of Sanitary Sewers in Pinellas County, FL." Scholar Commons, 2019. https://scholarcommons.usf.edu/etd/7809.

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Following large rain events, extraneous freshwater contributions known as inflow and infiltration (I/I) bypass the storm sewer and enter the sanitary sewer system. In areas with a high water table, like Pinellas County and the surrounding Tampa Bay area, a majority of the wastewater infrastructure is submerged year round exacerbating the rate of groundwater infiltration. This excess flow overloads the existing wastewater infrastructure leading to sanitary sewer overflows (SSOs). These SSOs result in serious problems for municipalities and utilities across the country. This study was performed in order to assist Pinellas County Utilities in rehabilitating their southern sewer system. To do this, 59 sub-basins across 8 sewer zones were monitored through Pinellas County’s Phase 1 Flow Monitoring Program accounting for over 150 miles of gravity pipe. For each sub-basin, a flow meter was utilized to measure the flow from May to October, 2017. This data was analyzed to separately quantify the amount of infiltration and inflow in each sub-basin, respectively. Once quantified, a Severity Index (SI) was developed in order to give each sub-basin a score from 1-100 as it relates to the condition of the gravity mains in the sub-basin. The SI was a function of locational features available with the use of a Geographic Information System (GIS), such as the distance to water bodies and the soil hydrologic group (SHG), as well as intrinsic pipe properties including the type of pipe material and the age of pipe. Once validated with additional flow monitoring data, the developed SI framework can serve as an additional tool utilized by Pinellas County Utilities to identify areas in need of sanitary sewer rehabilitation. Being that the model only requires easily attainable information, this approach is less time consuming and is inexpensive as compared to traditional flow monitoring efforts. The study also examined the required monetary investment by Pinellas County Utilities in order to abate the 17 sub-basins observed in the study with an infiltration rate greater than the marginal threshold put forth by the Environmental Protection Agency (EPA). The study indicated that gravity pipe rehabilitation does not make a significant impact on groundwater infiltration until at least 30% of the gravity pipes in the sub-basin are lined. This is due to the groundwater table submerging a majority of the wastewater infrastructure. Once this threshold is met, lining was observed to abate groundwater infiltration linearly. The results found that $4.4 million will be required to rehabilitate the affected sub-basins to a marginal rate of infiltration and reduce the flow to South Cross Bayou Water Reclamation Facility (SCBWRF) by an average of 0.72 mgd (million gallons per day). On an annual basis, this reduction in flow will result in approximately $650,000 in treatment costs savings.
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Tao, Jing. "Treatment of sanitary sewer overflow using fixed media bioreactors." Columbus, Ohio : Ohio State University, 2008. http://rave.ohiolink.edu/etdc/view?acc%5Fnum=osu1228071779.

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Gupta, Anika. "Design of an absorbent and comfortable sanitary napkin for applications in developing countries." Thesis, Massachusetts Institute of Technology, 2014. http://hdl.handle.net/1721.1/89967.

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Thesis: S.B., Massachusetts Institute of Technology, Department of Materials Science and Engineering, 2014.
Cataloged from PDF version of thesis. "June 2014."
Includes bibliographical references (pages 38-39).
Menstrual hygiene is an often-ignored problem in international development: lack of access to sanitation keeps women out of schools and the labor force. Sanitary napkin solutions to this issue normally focus on supply chain and manufacturing. This study aims to look at solutions from a materials perspective, assessing available materials for the properties needed for a good napkin, and reviewing the literature for comparison between these and other materials. Tests for absorption, comfort, durability, and drying time are measured on materials ranging from foam to traditional cottons both individually and in combination. These tests include microscopy observations, retention and wicking rate, tensile resistance, stiffness, and roughness. Though no single design emerges as the most effective for this application, clear differences emerge across materials that narrow down the options for optimal design. This information, in conjunction with user testing, can be used to inform local designs for sanitary napkins across borders.
by Anika Gupta.
S.B.
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Rimpelainen, Satu Julia. "Assessing the cause of irreversible permeate flux decline of reverse osmosis membranes during the treatment of wastewater." Thesis, University of Ottawa (Canada), 1997. http://hdl.handle.net/10393/4064.

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This study was conducted to determine causes of irreversible permeate flux declines observed during the treatment of waste water. The resistance of reverse osmosis membranes to fouling during the processing of waste water at various crossflow velocities is evaluated. Tests were performed with a three weight percent NaCl solution and with batches of a waste stream that is treated at AECL's Chalk River Laboratories. With the NaCl tests, the mass transfer coefficient of NaCl was determined for crossflows ranging from 30 L/min to 60 L/min. Using the mass transfer coefficients calculated with the NaCl tests, the permeate flux was predicted for the waste stream based strictly on osmotic pressure considerations. A three-step cleaning procedure was developed to restore the permeate flux of the fouled reverse osmosis membranes to an acceptable level of 1 L/min. This level is required in order to prevent accumulation within the process. Tests were also conducted to determine if the three-step cleaning procedure had degraded the integrity of the membrane. (Abstract shortened by UMI.)
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Books on the topic "Sanitary engineering"

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Allen-Emerson, Michelle. Sanitary Engineering. London: Routledge, 2021. http://dx.doi.org/10.4324/9781003112747.

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Sawicki, Jerzy M., and Katarzyna Weinerowska-Bords. Technical progress in sanitary engineering. Gdańsk: Gdansk University of Technology Publishers, 2011.

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Kamala, A. Environmental engineering: Water supply, sanitary engineering and pollution. New Delhi: Tata-McGraw Hill, 1988.

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Oliveira, Antonella Carvalho de, ed. Collection: Applied environmental and sanitary engineering: -. Brazil: Atena Editora, 2022.

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Honkomp, Christopher J. Sanitary considerations for contingency operations. Springfield, Va: Available from National Technical Information Service, 1997.

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1948-, Cornwell David A., ed. Introduction to environmental engineering. 5th ed. New York: McGraw-Hill, 2013.

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A, Salvato Joseph, Nemerow Nelson Leonard, and Agardy Franklin J, eds. Environmental engineering. 5th ed. Hoboken, NJ: Wiley, 2003.

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Bagchi, Amalendu. Design, construction, and monitoring of sanitary landfill. New York: Wiley, 1990.

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Salvato, Joseph A. Environmental engineering and sanitation. Chichester: Wiley, 1994.

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Arbelot, Annie. Public health engineering in emergency situation. Paris: Médecins sans frontières, 1994.

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Book chapters on the topic "Sanitary engineering"

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Shafer, Wade H. "Sanitary Engineering, Water Pollution and Resources." In Masters Theses in the Pure and Applied Sciences, 390–98. Boston, MA: Springer US, 1996. http://dx.doi.org/10.1007/978-1-4613-0393-0_40.

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Shafer, Wade H. "Sanitary Engineering, Water Pollution and Resources." In Masters Theses in the Pure and Applied Sciences, 309–16. Boston, MA: Springer US, 1997. http://dx.doi.org/10.1007/978-1-4615-5969-6_40.

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Shafer, Wade H. "Sanitary Engineering, Water Pollution and Resources." In Masters Theses in the Pure and Applied Sciences, 343–52. Boston, MA: Springer US, 1992. http://dx.doi.org/10.1007/978-1-4615-3412-9_42.

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Shafer, Wade H. "Sanitary Engineering, Water Pollution and Resources." In Masters Theses in the Pure and Applied Sciences, 386–95. Boston, MA: Springer US, 1992. http://dx.doi.org/10.1007/978-1-4615-3474-7_42.

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Shafer, Wade H. "Sanitary Engineering, Water Pollution and Resources." In Masters Theses in the Pure and Applied Sciences, 383–89. Boston, MA: Springer US, 1989. http://dx.doi.org/10.1007/978-1-4613-0599-6_42.

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Shafer, Wade H. "Sanitary Engineering, Water Pollution and Resources." In Masters Theses in the Pure and Applied Sciences, 375–84. Boston, MA: Springer US, 1986. http://dx.doi.org/10.1007/978-1-4684-5197-9_42.

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Shafer, Wade H. "Sanitary Engineering, Water Pollution and Resources." In Masters Theses in the Pure and Applied Sciences, 320–26. Boston, MA: Springer US, 1993. http://dx.doi.org/10.1007/978-1-4615-2832-6_42.

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Wilderer, Peter A., Martin Grambow, Asher Brenner, and Werner P. Bauer. "Sanitary Engineering: Central or Decentral Solutions?" In Global Stability through Decentralization?, 139–64. Cham: Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-24358-0_5.

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Shafer, Wade H. "Sanitary Engineering, Water Pollution and Resources." In Masters Theses in the Pure and Applied Sciences, 354–63. Boston, MA: Springer US, 1993. http://dx.doi.org/10.1007/978-1-4615-2453-3_42.

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Shafer, Wade H. "Sanitary Engineering, Water Pollution and Resources." In Masters Theses in the Pure and Applied Sciences, 392–401. Boston, MA: Springer US, 1994. http://dx.doi.org/10.1007/978-1-4615-1969-0_42.

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Conference papers on the topic "Sanitary engineering"

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Avery, Richard E. "Sanitary Welding Standards." In ASME 2000 Citrus Engineering Conference. American Society of Mechanical Engineers, 2000. http://dx.doi.org/10.1115/cec2000-4605.

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Austenitic stainless steel tube and pipe systems are a vital part of today’s sanitary (hygienic) processing facilities. Product contact surface welds in the tubular systems usually cannot be ground or conditioned, so it is essential that the as-welded surfaces are suitable for cleaning-in-place (CIP). The American Welding Society AWS Dl8 Committee was formed in respond to the request by the 3-A Sanitary Standards Committee for help in preparing welding standards for use in the manufacture and construction of dairy and food product processing plants. The 3-A Sanitary Standards Committees develop and promulgate sanitary design standards for dairy and food processing, packaging and handling equipment and systems. AWS D18.1:1999 Specification for Welding of Austenitic Stainless Steel Tube and Pipe Systems in Sanitary (Hygienic) Applications developed covers the requirements for gas tungsten arc welding (GTAW) or TIG welding as it is also known, of austenitic stainless steel tube and pipe 1/4 in. (6 mm) diameter and larger. Sanitary processing systems is intended to include those systems handling products for human and animal consumption. Such products include dairy, meat, poultry, vegetable, beverage, and other products consumed by humans and animals. The paper also includes design and operation guidelines that have proven useful to engineers and users of austenitic stainless steel piping systems. Paper published with permission.
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Pastore, Frank. "Designing a Sanitary Process System." In ASME 2000 Citrus Engineering Conference. American Society of Mechanical Engineers, 2000. http://dx.doi.org/10.1115/cec2000-4604.

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Years ago a sanitary process system could be developed at the corporate and/or plant level by the engineering and operations staff and a few key vendors. Today most engineering departments in the beverage industry have been drastically reduced in size or completely eliminated making it impossible for a company to complete a process system without outside help. Therefore, it is imperative for the end user to work closely with a recognized process equipment supplier to develop a system not limited to a line of equipment but utilizing complete process system engineering capabilities. This is especially true today as line sizes have increased in size and scope making it near impossible to design and build it in a small fabricating shop. Prior to discussions with the process equipment supplier, the end user will have defined his or her final objectives. Paper published with permission.
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Pandey, Ritik R., Sakshi P. Joshi, Bhavesh D. Nanda, Kaniz Fatima Modh Nazir Baig, Dhruv S. Dalvi, Yash D. Kelhe, Manoj Kavedia, and Bharti J. Ingle. "M-CARE: Crafting Beauty from Sanitary Waste." In 2023 IEEE Engineering Informatics. IEEE, 2023. http://dx.doi.org/10.1109/ieeeconf58110.2023.10520512.

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Gokhale, Sanjiv, and Makarand Hastak. "Automated Assessment Technologies for Sanitary Sewer Evaluation." In Pipeline Engineering and Construction International Conference 2003. Reston, VA: American Society of Civil Engineers, 2003. http://dx.doi.org/10.1061/40690(2003)43.

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Chae, Myung Jin, and Dulcy M. Abraham. "Automated Condition Assessment of Sanitary Sewer Pipelines." In Eighth International Conference on Computing in Civil and Building Engineering (ICCCBE-VIII). Reston, VA: American Society of Civil Engineers, 2000. http://dx.doi.org/10.1061/40513(279)156.

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Bikorimana, Jean Marie Vianney, Alex Van den Bossche, Dimitar Bozalakov, and Babak Mehdizadeh Gavgani. "Direct DC use of PV for cooking and sanitary." In PROCEEDINGS OF ADVANCED MATERIAL, ENGINEERING & TECHNOLOGY. AIP Publishing, 2020. http://dx.doi.org/10.1063/5.0026498.

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Wang, Xiyuan. "Research on Development of Low Carbon Wollastonite-based Sanitary Products." In 2015 2nd International Conference on Machinery, Materials Engineering, Chemical Engineering and Biotechnology. Paris, France: Atlantis Press, 2016. http://dx.doi.org/10.2991/mmeceb-15.2016.74.

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Gomez-Sacristan, A., and M. A. Rodriguez-Hernandez. "Communications for sanitary teleservices in a smart city." In 2018 Global Medical Engineering Physics Exchanges/Pan American Health Care Exchanges (GMEPE/PAHCE). IEEE, 2018. http://dx.doi.org/10.1109/gmepe-pahce.2018.8400771.

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Adamu, Suaibou, Mohamed Hasnain Isa, Rozeana Binti Hj Md Juani, Asmaal Muizz Sallehhin Bin Hj Mohammad Sultan, and Zuliana Binti Hj Nayan. "COD removal from sanitary landfill leachate through chemical oxidation." In 8TH BRUNEI INTERNATIONAL CONFERENCE ON ENGINEERING AND TECHNOLOGY 2021. AIP Publishing, 2023. http://dx.doi.org/10.1063/5.0130463.

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Rugh, Timothy R. "Use of 3-A Standards in the Juice Industry." In ASME 2004 Citrus Engineering Conference. American Society of Mechanical Engineers, 2004. http://dx.doi.org/10.1115/cec2004-5002.

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3-A Sanitary Standards, Inc. (3-A SSI) is a not-for-profit 501(c)(3) organization whose mission is to enhance product safety for consumers of food, beverages, and pharmaceutical products through the development and use of 3-A Sanitary Standards and 3-A Accepted Practices. This presentation is intended to introduce the significance of 3-A Standards and Accepted Practices for the dairy and food processing industries, describe the formation and role of the new 3-A SSI, and present the benefits of expanding the use of 3-A Standards into new industries, such as the juice industry, for the mutual benefit of equipment fabricators, users, and regulatory professionals. Paper published with permission.
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