Dissertations / Theses on the topic 'Flocculation chemicals'
Create a spot-on reference in APA, MLA, Chicago, Harvard, and other styles
Consult the top 26 dissertations / theses for your research on the topic 'Flocculation chemicals.'
Next to every source in the list of references, there is an 'Add to bibliography' button. Press on it, and we will generate automatically the bibliographic reference to the chosen work in the citation style you need: APA, MLA, Harvard, Chicago, Vancouver, etc.
You can also download the full text of the academic publication as pdf and read online its abstract whenever available in the metadata.
Browse dissertations / theses on a wide variety of disciplines and organise your bibliography correctly.
Beereddy, Dinesh Reddy. "Waste Water Treatment and Optimal Utilization for Irrigation and Biogas Production." Thesis, KTH, Mark- och vattenteknik (flyttat 20130630), 2013. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-171842.
Full textDicks, Reay Gary. "Microalgae flocculation and sedimentation by physico-chemical property exploitation." Master's thesis, University of Cape Town, 2011. http://hdl.handle.net/11427/10366.
Full textAunins, John Grant. "Induced flocculation of animal cells in suspension culture." Thesis, Massachusetts Institute of Technology, 1989. http://hdl.handle.net/1721.1/14330.
Full textAnderson, Sandie Lanclyn. "Flocculation of clay suspensions using synthetic polymers." Ohio : Ohio University, 1986. http://www.ohiolink.edu/etd/view.cgi?ohiou1183126556.
Full textAbdallah, Mohammad Raji AlGhazi. "Role of polymer entanglements in polyethylene oxide induced fines flocculation." Thesis, McGill University, 2001. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=38140.
Full textIn this work, a new model was derived in which all possible interactions were considered and assumed to follow Langmuir kinetics. Since fines are the main component in the headbox of mechanical grade furnishes, fines homo- and heteroflocculation with a PEO/CF retention aid were investigated in a circulating flow loop, and found to follow Langmuir kinetics. The small amount of fines deposited on the fibers was attributed to the large detachment rate in turbulent shear. The apparent difference in the deposition time and the half time of flocculation was attributed to difference in efficiency. Fines homoflocculation showed that fines are flocculated (without a retention aid) to various extents depending on shear, and that aggregates of flocs will form when a retention aid is added.
The PEO/CF flocculation efficiency was found to be a function of various parameters, i.e., aging of PEO solution, stirring intensity and time of stirring during dissolution, concentration at storage, shearing and dilution prior to injection. Optimum conditions were found for most parameters, and a critical shear intensity was determined. This PEO behavior was attributed to the extent of entanglements of PEO coils, which can be characterized prior to its addition to the flocculation vessel by a newly developed method. In this method, the pressure drop of a PEO solution passing through a capillary constriction was measured and correlated with its flocculation efficiency. Using the derived correlation, the flocculation efficiency can be estimated, and the relevant parameters can be controlled. Moreover, the salt effect on a PEO/CF system in a pulp was investigated. Salt was found to react with a CF causing a decrease in the flocculation efficiency. The effect of this reaction can be eliminated if PEO is added directly after CF addition.
Asselman, Tom. "Hetero-flocculation of wood fibres and fines induced by polymers and microparticles." Thesis, McGill University, 1999. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=35563.
Full textThe hetero-flocculation of wood fibres and fines induced by polymer and microparticles was analysed in a stirred tank reactor. The deposition of fines on fibres in the presence of polymer is transient. This is attributed to polymer transfer between surfaces upon particle detachment, which leads to the formation of an electro-steric barrier. The resulting polymer layers have limited bridging abilities. A mathematical model describing the simultaneous particle deposition and polymer transfer was developed and validated. The kinetics is determined by three rate constants: a deposition rate constant (k1), a detachment rate constant (k2) and a polymer transfer coefficient (beta). The influence of shear, salt concentration and polymer chemistry on the kinetics was quantified.
Microparticles act as bridging agents between adsorbed polymer layers. They provide a stronger bond than single polymer layers. Bond strengthening occurs irrespective of the bridging ability of the adsorbed layers towards cellulosic surfaces. The mechanism is explained in terms of charge densities and polymer layer conformations. The de-layering of montmorillonite is crucial for its efficiency.
Finally, the efficiency of montmorillonites as white water scavengers was quantified using model wood colloids and polymers. Dissolved and colloidal substances adsorb on montmorillonites following a low-affinity Langmuir isotherm. Dissolved polymers form molecular monolayers, while colloids adsorb as particles. Montmorillonite was found an efficient scavenger for colloidal material.
Montmorillonite used in conjunction with a poly(electrolyte) has three effects in improving fines retention. It augments the bond strength as a bridging agent between adsorbed polymer layers, it allows the retention of colloids coated with inactive polymer layers and finally it scavenges the dissolved and colloidal substances, which would otherwise decrease the poly(electrolyte) efficiency.
Rahmani, Ali A. "Studies on selective flocculation and spherical oil agglomeration for coal de-mineralisation." Thesis, University of Manchester, 1991. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.302923.
Full textCarignan, Alain. "The influence of cofactors on the flocculation properties of polyethylene oxide." Thesis, McGill University, 1996. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=24053.
Full textDynamic Light Scattering (DLS) of polymer solutions revealed that each of the three cofactors are forming complexes with PEO. CAR radically increased the apparent diameter of the PEO chains, and MPR seems to decrease it. In latex suspensions, the SNS was found very efficient in the sequence latex-polymer-cofactor (LPC), increasing the PEO hydrodynamic layer thickness (HLT).
Flocculation experiments with the help of a Photometric Dispersion Analyser (PDA), with PEO only (no cofactor) suggested that the fines are composed of more than one component. SNS was found to make all the fines alike by adsorbing on them. Adding the PEO after SNS gave homoflocculation. As a result, the specific surface of fines, calculated by PEO adsorption was found to be 0.223 m$ sp2$/g.
The association-induced polymer bridging mechanism can happen in three different manners depending if the cofactor and the polymer are adsorbing onto fines. When neither of PEO nor cofactor adsorb onto the collector, the PEO/cofactor association-complexes bridge the particles (van de Ven and Alince (1996)). When the cofactor (e.g. SNS) and the polymer adsorb onto the fines, in the sequence fines-cofactor-polymer (FCP), with a chemical ratio cofactor/PEO of 3/1, adsorption of the PEO chains onto cofactor-coated fines is likely to occur at the beginning followed by the flocculation of the fines. In the sequences fines-polymer-cofactor (FPC), when the polymer adsorbs onto the fines and the cofactor adsorbs (e.g. SNS) or not (e.g. MPR), a reenforcement of the bondstrength was noticed. (Abstract shortened by UMI.)
Panteloglou, Apostolos. "Malt induced premature yeast flocculation : its origins, detection and impacts upon fermentation." Thesis, University of Nottingham, 2013. http://eprints.nottingham.ac.uk/13142/.
Full textHansel, Philip A. "Efficient Flocculation of Microalgae for Biomass Production Using Cationic Starch." Ohio University / OhioLINK, 2011. http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1313779752.
Full textJing, Yan. "The Influence of Chemical and Mechanical Flocculation on Paper Formation as Assessed by the Grammage Probability Distribution." Miami University / OhioLINK, 2009. http://rave.ohiolink.edu/etdc/view?acc_num=miami1249537658.
Full textCheng, Peiyao. "Chemical and photolytic degradation of polyacrylamides used in potable water treatment." [Tampa, Fla.] : University of South Florida, 2004. http://purl.fcla.edu/fcla/etd/SFE0000566.
Full textVan, der Walt Nicolene. "Investigation into the occurrence of the dinoflagellate, Ceratium hirundinella in source waters and the impact thereof on drinking water purification / van der Walt N." Thesis, North-West University, 2011. http://hdl.handle.net/10394/7292.
Full textThesis (M.Sc. (Environmental Science))--North-West University, Potchefstroom Campus, 2012.
Gabriel, Ebunoluwa Grace. "Investigation of the emusifying properties of bambara groundnut flour and starch." Thesis, Cape Peninsula University of Technology, 2013. http://hdl.handle.net/20.500.11838/861.
Full textA number of foods, pharmaceutical and industrial products are formulated as emulsions. The immiscibility of oil and water makes emulsions thermodynamically unstable, thus requiring emulsifiers. Natural and synthetic substances have been used as emulsifiers with preference for the former for safety, cost and availability purposes. Bambara groundnut (BGN) is an important source of nutrient in many African communities. Similar to soybean, flaxseed, and other leguminous products, the important blend of high protein and carbohydrate composition of BGN makes it a potential candidate as an emulsifier where, it can serve additional nutritional role in such emulsions. No literature evidence exists to support any earlier study on the potential emulsifying property of BGN. It is therefore of interest to investigate the potential of BGN flour (BGNF) and starch (BGNS) in stabilizing oil-in-water emulsions. The current study aimed to investigate the emulsifying properties of Bambara groundnut flour and starch. A batch of BGN was milled to produce the BGNF. BGNS was extracted from the BGNF. Emulsions were prepared using a wide range of flour-oil-water and starch-oil-water composition as generated through computational modelling. Emulsions were physically observed for stability, and then subjected to various stability studies using the Turbiscan® (which gives kinetic information on the process leading to phase separation; and allows for the detection of two kinds of destabilisation phenomena (particle migration): creaming and sedimentation) and optical microscope (which helps to detect particle size variation or aggregation in order to measure coalescence and/or flocculation). The most stable emulsions (one BGNF-stabilized and the other BGNS-stabilzed) were determined and subjected to same stability studies in the presence of varying physicochemical and physic-mechanical environmental conditions: effects of homogenization speed (9,000 – 21,000 rpm), pH (2 - 10), the presence of salt (2 – 10% w/v NaCl) and vinegar (2 – 10% v/v). Results were expressed in terms of relative stability (using creaming/sedimentation rate) and absolute oil droplet growth (coalescence and flocculation). The emulsifier-oil compositions (emulsifier and water make 100 mL gelatinized mixture before the addition of oil) that gave the most stable emulsions were 9 g BGNF-39 g oil and 5 g BGNS-30 g oil. The two emulsions had only 15% and 30% growth in oil droplet diameter respectively by day 5, compared to over 3000% in the unstable ones. The emulsions were generally observed physically to be stable till day 5 with minimal creaming. Emulsions prepared with BGNS were physically observed to have increasing viscosity with time. There was microbial growth on the emulsions after 3 days. This might have been encouraged because of the rich nutritional composition of BGN. The stability of the emulsions increased significantly (p < 0.05) with the speed of homogenization (up to 15, 000 rpm beyond which the difference in stability was not significant). Compared to control (pH 7), emulsion stability decreased significantly (p < 0.05) with decreasing (up to 16% instability by Day-5 at pH 2) and increasing pH (10% instability at pH 10) with corresponding increase in droplet size. Emulsion stability increased significantly (p < 0.05) with increasing NaCl concentration (35% instability at 2% NaCl compared to 18% instability at 10% NaCl). Stability however decreased sharply with increasing concentration of vinegar (55% instability at 10% vinegar compared to 19% instability at 2% vinegar). The BGNF-stabilized emulsions were more stable (ordinarily and in the presence of the additives) than the BGNS-stabilized ones. Instability values in the BGNS emulsions, in most cases, double those for BGNF. Emulsions were successfully stabilized with BGNF and BGNS. The emulsions were optimal when prepared at a homogenization speed of 15,000 rpm and at neutral pH. The higher the concentration of salt, the more stable the emulsions. Increasing concentration of vinegar however, destabilized the emulsions.
Buttice, Audrey Lynn. "Aggregation of Sediment and Bacteria with Mucilage from the Opuntia ficus-indica Cactus." Scholar Commons, 2012. http://scholarcommons.usf.edu/etd/4295.
Full textSapla, Rudner Brancalhoni. "Tratamento físico químico da vinhaça de destilaria de etanol com biopolímero à base de cálcio." Universidade de São Paulo, 2012. http://www.teses.usp.br/teses/disponiveis/18/18138/tde-01022013-095340/.
Full textThis work aimed to investigate the performance of an experimental biopolymer calcium-based, developed and supplied by an American company, on gross vinasse coagulation, flocculation and sedimentation as a physical chemical treatment on organic load removal and on fertilizer compounds concentration in sludge. The study of the vinasse treatment through the application of this biopolymer would allow, hypothetically a significant reduction of the organic load as vinasse initial treatment, besides concentrating the vinasse found nutrients in the sludge created for fertilizer use. Assays were performed with conventional coagulants (ferrous sulfate, ferric chloride and calcium oxide) for comparison between them and the biopolymer. Tests of coagulation, flocculation and sedimentation were carried out in laboratory scale using Jar Test equipment. The experiments were divided in three stages. In the first stage assays were performed applying certain dosages of biopolymer and varying the clotting time, rotational speeds in addition to performing or not performing the slow mixture after the clotting stage in order to check if these parameters could optimize the treatment process with the biopolymer application. For the second stage of the experimental procedure tests were developed with other coagulants: calcium oxide, ferric sulphate and ferric chloride. Tests with ferric chloride and ferric sulphate were performed under the following conditions: fast mixing speed of 200 rpm for a period of 30 seconds and slow mixing speed of 80 rpm for a period of 20 minutes. Considering the assays with calcium oxide, they were carried out using only rapid mixing speed of 200 rpm by varying the time periods at 1, 5 and 10 minutes. The sedimentation time to the formed flakes separation was two hours for all stages. Treatment with experimental biopolymer presented results of removal of organic matter below the expected values, which was in the range 60% to80%. The results limited to values of 10% to 35% of COD clearance. However, the removal of turbidity reached high values near 90%. For compounds related to NPK (nitrogen, phosphorus and potassium) fertilization, the treatment with experimental biopolymer obtained the best efficiency of phosphorus removal (48,3) and TKN removal (17.2%) in comparison with the other coagulants, but showed no removal of potassium. There was no significant difference in COD removal efficiency when the operating conditions of agitation speed are changed. Regarding to the increase in the agitation time, it reduces the efficiency of COD removal.
Liu, Shihong. "Harvesting and Lipid Extraction of Microalgae." Ohio University / OhioLINK, 2018. http://rave.ohiolink.edu/etdc/view?acc_num=ohiou153745894209388.
Full textAmaral, Mailer Sene. "Tratamento físico-químico de lixiviado de aterro sanitário pré-tratado por processo biológico aeróbio." Universidade de São Paulo, 2009. http://www.teses.usp.br/teses/disponiveis/3/3147/tde-09092009-101501/.
Full textLandfill leachates present high ammonia and organic matter concentrations, besides other pollutants, which do not allow its discharge to the environment without a previous treatment. Older landfill leachates, with more stabilized organic matter, present great pollutant potential, mainly due to the presence of recalcitrant substances that not often are removed by biological treatment and need the application of a post-treatment. The present research aimed to apply the physicochemical treatment for two biological wastewater treatment plant effluents. The first one was constituted by an activated sludge (sequence batch reactor - 70 liters), which effluent was submitted to a coagulation-flocculation process, using iron and aluminum salts, for recalcitrant organic matter removal. A lab scale aerated lagoon was operated in parallel. The lagoon was dimensioned for biodegradable organic matter removal, which effluent was submitted to a chemical precipitation process for ammonia removal (formation of the mineral struvite (MgNH4PO4.6H2O).The results showed that the ferric chloride (FeCl3) was the more appropriated coagulant considering the economic point of view, however high dosages (1,160 mg FeCl3/L) comparing with 2.465 mg Al2(SO4)3.6H2O/L had been required to achieve recalcitrant organic matter removal. Applying FeCl3, the optimum pH was of the order of 4.0 and for Al2(SO4)3, approximately 5.0. During the tests, the influence of the mixture conditions on the physicochemical phenomena was evaluated. The results demonstrated that the velocities gradient and the mixture time do not influenced the coagulation-flocculation phenomena. Regarding to the chemical precipitation of ammonia in struvite form, the better removals (~ 90%) were achieved when the solubility limit of the mineral was exceeded. Due to this fact, it was necessary to apply a molar rate of 1.5:1:1.4 between the ions (Mg+2:NH4 +:PO4 -3). Nevertheless, the final effluent of this system presented a residual soluble phosphorus concentration higher than 12 mg P-PO4 -3/L, hence it is not recommended for practical purposes.
Arnau, Laurent. "Techno-Economic Feasibility Study for the Production of Microalgae Based Plant Biostimulant." Thesis, KTH, Skolan för kemivetenskap (CHE), 2016. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-206384.
Full textPavanelli, Gerson. "Eficiência de diferentes tipos de coagulantes na coagulação, floculação e sedimentação de água com cor ou turbidez elevada." Universidade de São Paulo, 2001. http://www.teses.usp.br/teses/disponiveis/18/18138/tde-21012003-084719/.
Full textThe purpose of this study was to use four different coagulants - aluminum sulphate, iron chloride, polyaluminum hidroxichloride and ferric sulphate; to build the coagulation diagrams; and to mark the regions of higher or lower efficiency in the removal of turbidity or color. To allow a cost appraisal in the use of the coagulants, the region where the values of remaining turbidity, which are approximately the same for different coagulants, was examined in the diagrams. This being taken into consideration, the relation between consumption and cost of the chemical products was established. The coagulants that presented certain peculiarities for the studied waters were: iron chloride, that showed better performance for low pH values; the ferric sulphate, that showed itself as more economical; and the polyaluminum hidroxichloride, that functions in a large interval of pH. In the conclusion of the study, it was observed that each type of water to be treated must be analyzed through coagulation diagrams, aiming at the optimization of pH parameters versus dosages and looking for the best coagulant with lower cost.
Nilsson, Anna. "Optimering av den kemiska reningen vid Fläskebo deponi." Thesis, Uppsala University, Department of Earth Sciences, 2006. http://urn.kb.se/resolve?urn=urn:nbn:se:uu:diva-88841.
Full textLandfill leachate contains a variety of contaminants and is created when rainwater percolates the landfill. For landfill management the leachate is the main issue that can cause problems to the environment. At the landfill of Fläskebo, Renova AB treats the leachate in a local treatment plant. The treatment consists of a chemical treatment step with chemical precipitation, flocculation, sedimentation and filtration, and a final step with a carbon and peat filter. Renova has to ensure that the condition of the leachate reaches the regulation set for the landfill before it is released to the recipient. This regulation has not yet been established and a final suggestion will be given to the county administrative board in spring 2006.
In this master thesis the chemical treatment of Fläskebo is optimized. A comparison between the control program and the regulation was made to estimate the contamination of the leachate. Also the effectiveness of the two steps is evaluated. For optimization, the leachate was first tested in a laboratory with different coagulants and flocculants.
The purpose was to increase the precipitation of particles and metals; arsenic, cadmium, chromium, mercury, lead, copper, nickel and zinc through sweep floc coagulation and hydroxide precipitation. After the laboratory tests the precipitation was tested in the treatment plant with higher pH and coagulant. Also the process control for sodium hydroxide was examined.
The leachate had a small content of organic matter and nutrients, but had a large content of halogenated substances (AOX) and the heavy metals nickel and copper. High concentrations of contaminants were reduced better than low concentrations in the two treatment steps. The carbon and peat filter material also caused an increase of the arsenic content in the leachate after filtration. From the laboratory work the results showed a better reduction of metals with iron-chloride, PlusJÄRN and the anjonic polyacrylamid, Fennopol A. Because of the high content of chloride the iron- sulphate, PurFect was chosen for further tests. The optimal pH for the heavy metals arsenic, zinc, copper and nickel was between pH 9 and 9, 5. The precipitation in the treatment plant showed better results with sodium hydroxide and a higher pH, pH 9 in the flocculation basin. An increase of the coagulant PurFect from 202 mg/l to 225 mg/l meant only a higher chemical cost. The process control of sodium hydroxide showed an oscillating and unstable control performance, which may lead to a higher consumption of chemicals.
Lakvatten har varierande föroreningsgrad och karaktär och bildas då regnvatten perkolerar igenom en deponi. För en deponiverksamhet är lakvattnet den huvudsakliga påverkan på den omgivande miljön. Vid en av Renova ABs deponier, Fläskebo, utanför Göteborg sker reningen av vattnet i den lokala reningsanläggningen. Reningen består av kemisk fällning, flockning, sedimentering och filtrering samt ett kol- och torvfilter. För att få släppa ut lakvattnet har Renova just nu ett prövotidsvillkor på lakvattnets kvalité och till våren 2006 skall förslag på slutgiltiga utsläppsvillkor lämnas till Länsstyrelsen.
I detta examensarbete har den kemiska reningen av lakvattnet från Fläskebo optimerats utifrån lakvattnets karaktär. Lakvattnets föroreningsgrad bedömdes efter en jämförelse av analysresultatet inom kontrollprogrammet och riktvärdena i prövotidsvillkoret. Dessutom utvärderades effektiviteten i varje enskilt reningssteg, den kemiska reningen och kol- och torvfiltret. För optimering av den kemiska reningen testades lakvattnet först på lab med olika fällnings- och flockningsmedel. Uppgiften var att öka partikelfällningen och reducera metallerna arsenik, kadmium, krom, kvicksilver, bly, koppar, nickel och zink i lakvattnet genom svepkoagulering och hydroxidfällning.
Utifrån resultaten på lab testades sedan fällningen i full skala, pH höjdes i flockningsbassängen och så även dosen fällningsmedel till vattnet. En inledande undersökning av regleringen av lutdosering gjordes med några stegsvarsexperiment.
Lakvatten innehöll låga halter av organiskt material och närsalterna kväve och fosfor, medan de halogena ämnena (AOX) och tungmetallerna nickel och koppar var höga. De båda reningsstegen, kemisk rening och kol- och torvfiltret var generellt bra på att rena föroreningar i höga koncentrationer men var sämre vid låga. Kol- och torvfiltret ökade koncentrationen i vattnet av arsenik genom materialets interna läckage. I fällningsförsöken gav järnkloriden, PlusJÄRN och den anjoniska polyakrylamiden, Fennopol A bäst resultat i att avskilja metaller. Järnsulfaten PurFect gav näst bäst resultat och valdes istället för järnkloriden för vidare försök då kloridhalten i lakvattnet redan var högt. Optimalt pH för arsenik, zink, koppar och nickel var inom pHintervallet 9 och 9,5. Fällningen i full skala ute i verket visade ett bättre resultat vid tillsatt lut och ett högre pH (pH 9) i flockningsbassängen. Däremot betydde en höjning av fällningskemikalien från 202 mg/l PurFect till 225 mg/l enbart en ökad kemikaliekostnad och en överdosering. Det visade sig dessutom att lutregleringen var svängig och på gränsen till instabil. Regulatorn bör därför ses över så att risken för ökad kemikaliekonsumption och kostnader minskar.
Assis, Andrêssa Silvino Ferreira. "Otimização do método de floculação orgânica de concentração viral para avaliação do impacto de tratamento por lodo ativado na Estação de Tratamento de Esgoto Barbosa Lage, Juiz de Fora - Minas Gerais." Universidade Federal de Juiz de Fora (UFJF), 2016. https://repositorio.ufjf.br/jspui/handle/ufjf/3648.
Full textApproved for entry into archive by Adriana Oliveira (adriana.oliveira@ufjf.edu.br) on 2017-03-13T19:33:58Z (GMT) No. of bitstreams: 1 andressasilvinoferreiraassis.pdf: 3364177 bytes, checksum: ff9c20080e11e36f28daf805d56ecc7e (MD5)
Made available in DSpace on 2017-03-13T19:33:58Z (GMT). No. of bitstreams: 1 andressasilvinoferreiraassis.pdf: 3364177 bytes, checksum: ff9c20080e11e36f28daf805d56ecc7e (MD5) Previous issue date: 2016-12-19
O tratamento de esgoto pode ser insuficiente para a completa eliminação de vírus entéricos, tais como adenovírus humanos (HAdV) e rotavírus do grupo A (RVA). Portanto, o retorno do lodo e do efluente tratado ao ambiente pode representar riscos à saúde pública. Este estudo foi conduzido para otimizar um protocolo de floculação orgânica para recuperação viral a partir de lodo de esgoto e efluente tratado, bem como realizar um monitoramento de HAdV e RVA na estação de tratamento de esgoto (ETE) de Juiz de Fora, MG. Nos estudos de otimização, foram propostas adaptações no protocolo de floculação com leite desnatado para lodo e efluente tratado, com modificações no tempo de agitação da amostra, na concentração final de leite desnatado e/ou na etapa de centrifugação. No estudo de monitoramento, esgoto bruto (P1), esgoto primário (P2), lodo (P3) e efluente tratado (P4) foram coletados bimensalmente em 2014 (durante as épocas seca e chuvosa), totalizando 96 amostras (simples e compostas). As cargas virais foram determinadas por PCR quantitativo e o bacteriófago PP7 foi usado como controle interno. Amostras de HAdV e RVA foram submetidas ao sequenciamento e a viabilidade das partículas de HAdV foi avaliada em amostras de P4. Os parâmetros físico-químicos e a contagem de coliformes termotolerantes (CT) foram determinados em cada ponto. Nos estudos de otimização, foram selecionadas duas condições que apresentaram as maiores taxas de recuperação viral no lodo (menor tempo de agitação e maior concentração de leite desnatado) e no efluente tratado (sem primeira etapa de centrifugação e com maior concentração de leite desnatado). Ambas provaram ser ferramentas úteis para pesquisa viral em amostras de campo, inclusive para a pesquisa de vírus gigantes. No monitoramento, o HAdV foi detectado em 85,4% (82/96) dos concentrados, com cargas virais variando de 3,27 x 102 a 2,42 x 106 cópias do genoma por mililitro (cg/mL), ao longo do ano. A presença de RVA foi observada em 52,1% (50/96) dos concentrados (1,38 x 103 a 3,65 x 105 cg/mL), com maior detecção na época seca. A carga viral não foi influenciada pelo tipo de amostra, sendo detectada tanto em amostras simples, quanto em amostras compostas. Todas as amostras de HAdV sequenciadas pertenciam à espécie F tipo 41 e as amostras de RVA pertenciam ao genótipo I1. O tratamento de esgoto reduziu a quantidade de matéria orgânica e sólidos, bem como a contagem de CT e as cargas virais. No entanto, a presença de HAdV e RVA foi observada mesmo após o tratamento, inclusive em amostras de efluente tratado consideradas adequadas pelas legislações atuais, com detecção de partículas infecciosas de HAdV. Foram observadas correlações positivas entre a carga viral e a demanda bioquímica de oxigênio, os sólidos sedimentáveis e sólidos suspensos totais. Os dois protocolos otimizados neste estudo podem ser facilmente adequados para uso em laboratório de rotina, podendo impulsionar o monitoramento viral nos subprodutos gerados na ETE. A carga viral detectada na ETE salienta a disseminação ambiental de RVA e HAdV e aponta o potencial do HAdV como um marcador viral de contaminação em ambientes aquáticos.
Sewage treatment may be insufficient for the complete elimination of enteric viruses such as human adenoviruses (HAdV) and group A rotaviruses (RVA). Thus, the return of sewage sludge and treated effluent to the environment poses concerns potential for public health. This study was conducted to optimize an organic flocculation procedure for viral recovery from sludge and treated effluent, and carry out a surveillance of HAdV and RVA in a wastewater treatment plant (WWTP) at Juiz de Fora, MG. In optimization studies, conditions were proposed for sludge and treated effluent with changes in the stirring time, in the final concentration of skimmed-milk and/or in the centrifugation step. In surveillance study, raw sewage (P1), primary sewage (P2), sludge (P3) and treated effluent (P4) were collected bimonthly in 2014 (during the dry and the rainy season), totaling 96 samples (simple and composite). Quantitative PCR determined viral loads and PP7 bacteriophage was used as internal control. HAdV and RVA strains were selected for sequencing, and the HAdV viability was evaluated in P4 samples. Physicochemical parameters and thermotolerant coliforms (TC) counting were determined at each point. After the optimization studies, two conditions were selected: the ones that showed the highest viral recovery rates in sludge (lower stirring time and higher concentration of skimmed-milk) and treated effluent (without the first centrifugation step and with a higher concentration of skimmed-milk). These conditions proved to be a useful tool for viral search in the field samples, including for the research of giant virus. In surveillance study, HAdV was detected in 85.4% (82/96) of the concentrated, with viral loads ranging from 3.27 x 102 to 2.42 x 106 genome copies per milliliter (gc/mL), throughout the year. RVA presence was observed in 52.1% (50/96) of the samples (1.38 x 103 to 3.65 x 105 gc/mL) with detection greater in the dry season. Viral load was not influenced by the type of sample being detected both in single samples, as in composite samples. All the sequenced HAdV strains belonged to species F type 41, and RVA strains belonged to genotype I1. Sewage treatment reduced the content of organic matter and solids, as well as the TC counts and the viral loads. However, the presence of HAdV and RVA was observed after treatment, even in samples considered adequate by current laws with detection of infectious HAdV particles. Positive correlations were observed between viral load and biochemical oxygen demand, sedimented solids and total suspended solids. Two optimized protocols in this study are easily suitable for routine laboratory use and can boost viral monitoring in by-products generated in the WWTP. Viral load detected in WWTP stress the environmental dissemination of HAdV and RVA and addressed the potential of HAdV as a virological marker of contamination in aquatic environments.
Destribats, Mathieu. "Emulsions stabilisées par des particules colloïdales stimulables : propriétés fondamentales et matériaux." Phd thesis, Université Sciences et Technologies - Bordeaux I, 2010. http://tel.archives-ouvertes.fr/tel-00593686.
Full textRifkaAisyah and 艾芮卡. "Harvesting of oil-rich microalga Chlorella vulgaris ESP-31 using chemical and biological flocculation methods." Thesis, 2011. http://ndltd.ncl.edu.tw/handle/09755411709372817438.
Full textDarabi, Hamed. "Development of a non-isothermal compositional reservoir simulator to model asphaltene precipitation, flocculation, and deposition and remediation." Thesis, 2014. http://hdl.handle.net/2152/24810.
Full texttext
Saravanan, L. "Surface Chemical Studies On Oxide And Carbide Suspensions In The Presence Of Polymeric Additives." Thesis, 2005. http://etd.iisc.ernet.in/handle/2005/1386.
Full text