The possible effects of changes in the feeding pattern on activated sludge properties related to bioflocculation have been analyzed in lab scale sequencing batch reactors (SBR) in order to determine if these changes in effluent water quality and settling and dewatering properties are significant, so they can be considered in future studies or if they can be recommended as crucial when operating and designing wastewater treatment plants. The activated sludge process is widely used to treat wastewater from both industrial and municipal sources. Biomass from industrial facilities containing high monovalent to divalent ion content usually settles poorly, which leads to low quality effluents that fail to meet environmental requirements. Therefore, the combined effect of feeding pattern plus the addition of sodium to activated sludge reactors was studied in this experiment. A series of SBRs were operated at different sodium concentrations that ranged from 1.5 - 15 meq/L and different feeding times that ranged from 1 minute to 4 hours. Biomass samples were taken from each reactor to study the settling and dewatering properties and effluent samples were used to analyze the amount of organic matter and exocellular polymeric substances present due to deflocculation. As expected, the changes in feeding strategies affected all of the properties measured. When the feeding time was maintained low (pulse feed) the effluent quality and settling properties were the best. As the feeding time was increased the effluent quality, settling, and dewatering properties increased suggesting that the way in which the reactors were fed affected the overall bioflocculation process. The causes of the high deflocculation observed are not well understood, but data suggest that a microbial community change could have affected exocellular biopolymers which are believed to play an important role on bioflocculation. This research demonstrates the importance of the interaction between cation content and feeding pattern when operating a wastewater treatment plants and when reporting lab-scaled results related to settling and bioflocculation. / Master of Science

The objective of this research was to design an alternative wastewater treatment system for turkey processing plants to recover energy and reduce N and P to allowable discharge levels. The objective included: 1. Determine the quantity and quality of biogas produced from the turkey processing wastewater (TPW) and COD reduction efficiency. 2. Design a waste treatment system and validate proof of concept for simultaneous P and N removal with a goal of attaining effluent concentrations of 0.1 mg/L and 4 mg/L, for P and N, respectively. A lab-scale complete mixed anaerobic digester was used for turkey processing wastewater (TPW) digestion and biogas recovery running for 6 months. Along with the anaerobic digester, a two-sludge system called A2N-SBR consisting of an anaerobic-anoxic sequencing batch reactor and an attached growth post-nitrification reactor was added for biological nitrogen and phosphorus removal running for 3 months. Biogas production yields of 778 + 89 mL/gVSadded and 951.30 mL/g COD were obtained through anaerobic digestion. Also, an energy balance was conducted on a pilot scale digester for a turkey processing plant with wastewater production of 2160 m3/d and using a combined heat and power (CHP) enginefor conversion of biogas to heat and electricity. Although the biogas yield achieved in a complete mixed reactor was relatively lower than yields obtained in previous studies using reactors such as UASB, still a complete mixed reactor can be a good choice for biogas recovery from TPW and can be used for codigestion with some specific turkey processing byproducts for biogas recovery. Nitrogen and phosphorus removal in the A2N-SBR system were 47% and 75%, respectively, and during the study the nitrogen and phosphorus removal mean concentration in effluent did not meet the nutrient limits specified in the objectives. Average TP and TN in the effluent were 3.2 mg/L and 137 mg/L, respectively. Throughout the study, the nitrification reactor biofilm was not completely developed. Incomplete nitrification and poor settling might be the reasons that quality obtained in effluent was low. To improve the process condition in A2N-SBR, online monitoring of pH, dissolved oxygen (DO) and oxidation reduction potential (ORP) can help to optimize each stage in the SBR and stages duration can be set based on the results. / Master of Science

Thesis (MScEng (Process Engineering))--University of Stellenbosch, 2010. / ENGLISH ABSTRACT: Due to the growing demands for fresh and clean water, the investigation into the treatment, reuse and recycling of wastewater from all industries are becoming more of a priority, both globally and in South Africa where as much as 62 % of the total water used per year is used by the agricultural sector. The investigation into the recycling and reuse of wastewater in the agricultural sector (especially the dairy farming industry) is therefore no exception. The water usage in five typical South African milking parlours was estimated in this study and ranged from 15 to 51 L.cow-1.day-1. However, the water used for the cleaning in place (CIP) washing of the milking equipment were rather similar in all five milking parlours and ranged between 4.9 and 6.4 L.cow-1.day-1. The possibility of handling and treating the CIP wastewater separately from the rest of the milking parlour wastewater has been considered in the past by other researchers. Anaerobic digestion, as a means of treating wastewater from the dairy industry, has been employed successfully in both full scale and laboratory scale projects. The wastewater from equipment washing of milking parlours is assumed to have similar characteristic to that generated from dairy factories. The anaerobic sequencing batch reactor (ASBR) system is gaining popularity as a wastewater treatment technology lately due to its simplicity, ease of operation and compact design and is therefore expected to be a suitable and practical solution for dairy farmers in treating milking parlour wastewater from equipment washing. Investigation into anaerobic treatment at lower temperatures than the conventional mesophilic range is also becoming of interest due to lower energy requirements. The aim of this study was to determine whether the ASBR technology could be considered as a suitable technology for treating wastewater from the CIP washing of milking parlour equipment. To support this study, the water usage and CIP effluent generated at typical South African milking parlours were firstly verified. Subsequently, laboratory work entailed: • Assessing the sensitivity of the ASBR process (at mesophilic temperature of 35 °C) to fluctuations in the concentration of the detergents in synthetic CIP milking parlour wastewater; and • Evaluating the performance of the ASBR process at 22.5 and 35 °C when treating real wastewater from the CIP washing of milking equipment. Chemical oxygen demand (COD) removal efficiencies between 89 and 98 % were achieved when the synthetic wastewater (similar to wastewater from the CIP washing of milking equipment with COD concentrations ranging between 12 600 and 13 400 mg.L-1) was treated in an ASBR. The results showed that an increase in the CIP detergent concentration up to four times the concentration normally used in milking parlours did not significantly affect the ASBR performance in terms of methane productivity, methane yield and COD removal efficiencies when OLRs between 0.6 and 5.2 g COD.L-1.day-1 were applied. The results also showed that COD removal efficiencies between 92 and 98 % could be achieved in the ASBR process operated at 35 °C when treating real CIP milking parlour effluent (with COD concentrations ranging between 14 900 and 28 800 mg.L-1) when applying OLRs up to 6.6 g COD.L-1.day-1, without nutrient control. Therefore, the ASBR process is suitable to treat real milking parlour wastewater with OLRs above 6 g COD.L-1.day-1 at mesophilic temperatures. At an operating temperature of 22.5 °C, the ASBR achieved TCOD removal efficiencies between 86 and 98 % when treating real CIP effluent. Despite these high COD removal efficiencies, the reactor failed at an OLR of 2.9 g COD.L-1.day-1. As such, the ASBR process appears to be susceptible to failure (due to overloading) when the OLR is increased too rapidly at this low operating temperature. This is most probably due to the fact that methanogenic bacteria do not acclimatise and operate as well at temperatures below the mesophilic range. However, during a second attempt at 22.5 oC, the ASBR achieved COD removal efficiencies between 89 and 97 % when the OLR was increased less rapidly, up to 3.3 g COD.L-1.day-1. These results show that the ASBR process can indeed treat real milking parlour wastewater at 22.5 °C without nutrient control at OLRs above 3 g COD.L-1.day-1. The COD concentration in the effluent from the ASBRs when the maximum OLRs were applied were always below 1 000 mg.L-1. This is notably lower than the South African legal limit for irrigation of up to 50 m3 of wastewater per day. However, this is significantly higher than the South African legal limit of 75 mg.L-1 for safe disposal into a fresh water body. / AFRIKAANSE OPSOMMING: Die wêreldwye toename in die aanvraag na vars, skoon water het tot gevolg dat die ondersoek in die behandeling, hergebruik en herwinning van afvalwater tans groot aandag geniet. Nie net wêreldwyd nie, maar ook in Suid-Afrika waar tans 62 % van die water wat gebruik word per jaar, aangewend word vir die lanbou sektor. Daarom is die ondersoek na besparing van water in lanbou aktiwiteite (veral melkboerderye) geen uitsondering nie. Die watergebruik tydens melktyd in 5 verskillende melkerye is ondersoek en dit blyk dat die watergebruik in die 5 melkery drasties van mekaar verskil. Dit strek van ‘n minimum van 15 litres per koei per dag tot ‘n maksimum van 51 liters per koei per dag. Die volume water wat gebruik word vir die outomatiese was van die melktoerusting het nie so baie gevarieer nie en het gestrek tussen 4.9 en 6.4 liter per koei per dag. Die moontlikheid om die afvalwater wat gegenereer word tydens die outomatiese was van die melktoerusting apart te hou van die res van die afvalwater, is in die verlede deur ander navorsers oorweeg. Afvalwater van suiwelfabrieke is in die verlede al deur middel van anaerobiese vertering in ‘n groot aantal laboratorium- en volskaalse anaerobiese aanlegte behandel. Daar word aangeneem dat die afvalwater wat gegenereer word tydens die was van melktoerusting min of meer dieselfde samestelling sal hê as die afvalwater van suiwelfabrieke. Die anaerobiese opvolgende lot reaktor (AOLR) word al hoe meer gewild in anaerobiesewaterbehandeling as gevolg van die eenvoudige en maklike werking en kompakte ontwerp. Dit word verwag dat hierdie tegnologie ‘n gepaste en praktiese oplossing sal wees om die afvalwater van die was van melktoerusting te behandel. Die anaerobiese behandeling van afvalwater by temperature laer as die normale mesofiliese temperature word ook al hoe meer gewild as gevolg van minder hitte wat benodig word. Die doel van hierdie studie was om te bepaal of die AOLR tegnologie ‘n gepaste tegnologie is om afvalwater wat gegeneer word tydens die outomatiese was proses van melkery toerusting te behandel. Ter ondersteuning van die doel, is die watergebruik in ‘n paar tipiese, Suid- Afrikaanse melkerye eers bevestig. Daaropvolgend, het die laboratoriumwerk die volgende behels: • The bepaal of die AOLR proses (wat by mesofiliese temperatuur van 35 °C bedryf was) sensitief is vir veranderinge in die konsentrasie van sepe in sintetiese waswater wat na ‘n AOLR gevoer word; en • Om die werking van die AOLR proses te ondersoek wanneer regte afvalwater van melkery by onderskeidelik 22.5 en 35 °C behandel word. Chemiese suurstof behoefte (CSB) verwydering van 89 to 98 % is bereik toe sintetiese afvalwater wat gelykstaande aan afvalwater gegenereer tydens die was van melk toerusting is (met CSB konsentrasies tussen 12 600 en 13 400 mg.L-1) in ‘n AOLR behandel is. Die resultate het getoon dat daar geen aanmerklike verskil in die werking van die AOLR in terme van metaanproduksie, metaanopbrengs en CSB verwyderingseffektiwiteit was met a toename tot en met so hoog as vier maal die normale seepkonsentrasie in die afvalwater was toe organiese ladingstempo’s (OLTs) tussen 0.6 en 5.2 g CSB.L-1.dag-1 aangewend was nie. Die resultate het ook getoon dat die CSB van regte afvalwater van melkerye (met CSB konsentrasies tussen 14 900 en 28 800 mg.L-1) met 92 tot 98 % verminder kan word wanneer dit in ‘n AOLR (wat by 35 °C bestuur word) en OLTs tot so hoog as 6.6 g CSB.L-1.dag-1 aangewend word, sonder dat die nutrientinhoud in die afvalwater beheer was. Hierdie AOLR proses wat is dus gepas om afvalwater van melkery te behandel met OLTs bo 6 CSB.L-1.dag-1 by mesofiliese temperature. Die AOLR wat by ‘n temperatuur van 22.5 °C bedryf was, het CSB verwydering tussen 86 en 98 % behaal. Ondanks die hoë CSB verwydering het die reaktor misluk by ‘n maksimum OLT van 2.9 g CSB.L-1.dag-1. Dit het getoon dat die AOLR proses meer geneig is om vatbaar te wees vir mislukking (as gevolg van ‘n oorlading) wanneer die OLT te vinnig verhoog word by laer temperature. Dit is moontlik as gevolg daarvan dat die metanogeniese bakterieë nie so goed aanpas en werk by temperature laer as mesofiliese temperature nie. Nietemin, tydens ‘n tweede probeerslag by 22.5 °C, het die AOLR CSB verwydering tussen 89 en 97 % behaal tydens ‘n stadiger toename in die OLT tot en met 3.3 g CSB.L-1.dag-1. Hierdie resultate dui aan dat die AOLR proses wat by ‘n temperatuur van 22.5 °C bedryf word ook gepas is om afvalwater van melkerye te behandel, sonder nutrient beheer by OLTs hoër as 3 g CSB.L-1.dag-1. Die CSB konsentrasies in die afvloeisel van die AOLR’e in die studie tydens die aanwending van die hoogste OLTs, was altyd laer as 1 000 mg.L-1. Dit is merkbaar laer as die limiet vir besproeiing van tot en met 50 m3 per dag in Suid-Afrika. Maar, dit was nogtans regdeur hoër as die limiet van 75 mg.L-1 vir veilige storting in ‘n varswaterbron.

A reoxigenação de água residuária é tratada na literatura técnica de maneira análoga à reoxigenação na água limpa; os efeitos do consumo de oxigênio pela população bacteriana ativa são quantificados pela introdução dos parâmetros alfa e beta. Alfa corrige o coeficiente volumétrico de transferência de massa do oxigênio e beta corrige a concentração de saturação do oxigênio dissolvido na água. Com o presente estudo pretende-se tornar explícitos os parâmetros cinéticos envolvidos no processo, de modo a fornecer base conceitual para um melhor entendimento do fenômeno. A pesquisa é feita a partir de trabalho experimental, seguido de modelagem matemática conceitual. No entanto, no lugar dos microrganismos como sumidouro de oxigênio dissolvido foi utilizado o borbulhamento sub-superficial de gás nitrogênio, em processo de stripping. Um processo físico, portanto, substitui o processo bioquímico no papel de retirar o oxigênio dissolvido no seio líquido. O modelo matemático proposto ajustou-se bem aos dados experimentais, sendo que a sua validação pôde ser obtida através das análises estatísticas realizadas. / The reoxygenation in wastewater is seen in the technical literature in an analogous way as the reoxygenation of clean water. The effects of the oxygen consumed by active bacteria population are quantified with the introduction of the parameters alpha and beta. Alpha corrects for the volumetric mass transfer coefficient and beta corrects for the dissolved oxygen saturation concentration. The present research intends to make explicit the kinetic of the process, in order to supply conceptual support to a better understanding of the phenomenon. The research is done through experimental work, followed by conceptual, mathematical modeling. Stripping with nitrogen is used as an oxygen sink instead of microorganisms. Thus, a physical process replaces the biochemical process. The proposed mathematical model fitted well to the experimental data, and its validation could be obtained through the statistical analyses done.

O Brasil é o maior produtor mundial de cana-de-açúcar e também o primeiro do mundo na produção de açúcar e etanol, o biocombustível mais utilizado como alternativa energética no país (BRASIL, 2017). No entanto, esse processo produtivo precisa considerar os subprodutos gerados, principalmente a vinhaça, que se não tratada e disposta corretamente podem causar problemas ambientais sérios. Sendo um efluente com alta carga orgânica, a vinhaça concentra potencial substancial para geração de bioenergia como o metano. Este trabalho teve como objetivo avaliar a influência da concentração de sulfato, advindo da utilização de ácido sulfúrico para manutenção da pureza das cepas fermentativas e incorporado à vinhaça, na produção de metano. Para tanto, testes em batelada foram feitos com relações DQO/Sulfato diferentes. As respostas obtidas no planejamento experimental fatorial 22 com ponto central, utilizando a demanda química de oxigênio (DQO) e sulfato como os fatores, foram a produção de metano, a eficiência de remoção de matéria orgânica e a eficiência de remoção de sulfato ao longo dos ciclos de operação. As faixas estudadas foram de 4,6 a 2,0 gDQO.L-1 e 0,3 a 2,3 gSO4-2.L-1. Dessa forma, para o intervalo de concentrações testadas, a quantidade de matéria orgânica foi o fator mais importante para a produção de metano, e foi constatado que o sulfato possuiu efeito negativo em sua produção. Para a eficiência de remoção de matéria orgânica, a interação dos fatores foi a mais significativa, mostrando que a participação das bactérias redutoras de sulfato foi positiva, aumentando a eficiência de remoção. Com relação à eficiência de remoção do sulfato, apenas a concentração de sulfato foi significativa para a remoção do mesmo, quanto maior a concentração menor foi a eficiência de remoção observada. A maior produção de metano ocorreu na condição 4,6 gDQO.L-1 e 0,3 gSO4-2.L-1, DQO/SO42- de 12,5, em que a eficiência de remoção de matéria orgânica foi de 80% e a de sulfato foi de 89%. A biomassa desenvolveu as rotas metanogênica e sulfetogênica, sendo a metanogênica responsável pela maior eficiência de remoção (85% do total). Sequenciamento Illumina MiSeq 16S rRNA foi feito no inóculo utilizado nos experimentos, indicando a presença abundante das bactérias capazes de produzir acetato (54,75%), dentre elas o gênero Desulfofaba (Bactéria Redutora de Sulfato Oxidativa Incompleta, 7,08%), mostrando uma predisposição da rota metanogênica pela via do acetato ser a predominante. / Brazil is the world\'s largest producer of sugarcane and the world\'s leading producer of sugar and ethanol, the most used biofuel as an energy alternative in the country (BRASIL, 2017). However, this productive process needs to consider the by-products generated, especially the vinasse, which if not treated and disposed properly can cause serious environmental problems. Being an effluent with high organic load, vinasse concentrates potential for bioenergy generation as methane. The objective of this work was to evaluate the influence of the sulfate concentration, resulting from the use of sulfuric acid to maintain purity of fermentative strains and incorporated into vinasse, in the production of methane. For that, batch tests were done with different COD/SO42- ratios. The responses obtained in the 22 design of experiment with central point, using the chemical oxygen demand (COD) and sulfate, as the factors were the methane production, the organic matter removal efficiency and the sulfate removal efficiency along the cycles of operation. The ranges studied were 4.6 to 2.0 gDQO.L-1 and 0.3 to 2.3 gSO42-.L-1. Therefore, for the range of concentrations tested, the amount of organic matter was the most important factor for the production of methane, and it was verified that the sulfate had a negative effect on its production. For the removal efficiency of organic matter, the interaction of the factors was the most significant, showing that the participation of the sulfate reducing bacteria was positive, increasing the removal efficiency. Regarding the sulfate removal efficiency, only the sulfate concentration was significant for the removal of itself, the higher the concentration the lower the observed removal efficiency. The highest methane production occurred in the condition 4.6 gDQO.L-1 and 0.3 gSO4-2.L-1, COD/SO42- of 12.5, where the removal efficiency of organic matter was 80% and sulfate was 89%. The biomass developed the methanogenic and sulfetogenic routes, being the methanogenic responsible for the greater removal efficiency (85% of the total). Sequencing Illumina MiSeq 16S rRNA was done in the inoculum used in the experiments, indicating the abundant presence of bacteria capable of producing acetate (54.75%), among them the genus Desulfofaba (Incomplete Oxidative Sulfate Reducing Bacteria, 7.08%), showing a predisposition of the methanogenic route through the acetate route is the predominant one.

O reator em batelada seqüencial com biomassa em suspensão foi submetido a concentrações de N-amoniacal de 125, 250 e 500 mg N/L e em condições de oxigênio dissolvido (OD) no reator de 2 mg 'O IND.2'/L, em ciclos de 2h/2h de anóxico/aeróbio. Em todas as fases, o reator foi operado como batelada alimentada. Na condição de 125 mg N/L obteve-se eficiência de remoção de 87% de N, tendo o nitrato sido o principal produto da nitrificação. Na condição de 250 mg N/L, obteve-se eficiência de remoção de N de 84%, com predominância de nitrito como principal produto da nitrificação e com ocorrência de nitrificação e desnitrificação simultânea durante os dois primeiros ciclos aeróbios. Na condição de 500 mg N/L, as condições de concentração de OD de 2 mg 'O IND.2'/L e aeração intermitente a cada 2h não foram suficientes para promover a remoção total de nitrogênio amoniacal. Foram feitas alterações: ciclos de 2h anóxico e 9h aeróbios, com concentração média de 2,8 mg 'O IND.2'/L, que resultaram em eficiências de remoção de N de 94%, com predominância de nitrito. Foram isoladas cepas desnitrificantes com similaridade de 97% para Thauera mechernichensis e Thauera sp. 27 nas condições operacionais de 125 e 250 mg N/L e de 99% para Ochrobactrum anthropi e Ochrobactrum tritici, na condição operacional de 500 mg N/L. O longo tempo de operação resultou na diminuição da população de bactérias oxidantes de nitrito, podendo ter sido uma das causas que contribuiu para que se criassem condições que levariam à nitrificação via nitrito na concentração de 500 mg N/L. O sucesso na prevenção da inibição do processo por amônia livre foi atribuído à adoção das condições operacionais do reator, que foi operado sob aeração intermitente e batelada alimentada. / The sequential batch reactor with suspended bioma was subjected to ammonium concentrations of 125, 250 and 500 mg N/L, oxygen dissolved (OD) concentrations of 2 mg 'O IND.2'/L, 2h/2h of anoxic/aerobic steps. The reactor was operated under fed-batch feeding. At the operational condition of 125 mg N/L, the mean nitrogen removal efficiency of 87% was obtained and nitrate was the main nitrification product. At operational condition of 250 mg N/L, was gotten nitrogen removal efficiencies of 84% and nitrite was the predominant form of nitrogen and simultaneous nitrification and denitrification occurred during the two first aerobic steps of the cycle. At 500 mg N/L, the operating conditions imposed to the reactor (OD concentrations of 2 mg 'O IND.2'/L and intermittent aeration of 2h) did not lead to complete nitrification during the aerated steps, thus affecting nitrogen removal. The conditions were altered increasing the aerated steps to 9 hours, with OD concentration of 2,8 mg 'O IND.2'/L, and keeping the duration of the anoxic steps in 2 hours. Under such conditions, the mean nitrogen removal efficiency attained 94% and nitrite was the predominant oxidized nitrogen specie. It was isolated denitrifiers with similarity of 97% for Thauera mechernichensis and Thauera sp. 27 at the operational conditions of 125 and 250 mg N/L and of 99% for Ochrobactrum anthropi and Ochrobactrum tritici, at operational condition of 500 mg N/L. The long term operation resulted in the decrease of nitrite oxidizers populations and this was probably the main factor contributing for the creation of conditions for the partial nitrification via nitrite to prevail during the operation at ammonium concentration of 500 mg N/L. The success in preventing free ammonia inhibition was attributed to the adoption of intermittent aeration and fed batch operation.

Aerobic biodegradation kinetics of 4-Chlorophenol (4-CP) and 2,4-Dichlorophenol (2,4-DCP) by acclimated mixed cultures were examined separately and in mixture using batch and sequencing batch reactors (SBRs). Biodegradation abilities of acclimated mixed cultures were also compared with those of isolated pure species. Complete degradation of chlorophenols and high COD removal efficiencies were observed throughout the SBRs operation. During the degradation of 4-CP, 5-chloro-2-hydroxymuconic semialdehyde, (the -meta cleavage product of 4-CP), accumulated but was subsequently removed completely. Chlorophenol degradation rates increased with increasing chlorophenols concentration in the feed of the SBRs. Gradually decreasing feed peptone concentration did not adversely affect chlorophenol degradation profiles in SBRs. Only competent biomass was thought to be responsible for chlorophenol degradation due to required unique metabolic pathways. It was assumed that the fraction of competent biomass (specialist biomass) is equal to COD basis fraction of chlorophenols in the feed of the reactors as competent biomass grows on chlorophenols only. Models developed using this assumption agreed well with experimental data. The performance of a two stage rotating biological contactor (RBC) was also evaluated for the treatment of synthetic wastewater containing peptone, 4-CP and 2,4-DCP at 5 rpm. High chlorophenols (&gt / 98%) and COD (&gt / 94%) removals were achieved throughout the reactor operation up to 1000 mg/L 4-CP and 500 mg/L 2,4-DCP in the feed. Results showed that RBC is more resistant than suspended growth reactors to high chlorophenols load. The change of dominant species during the operation of SBRs and RBC was also followed using API 20NE identification kits.

The objective of this research was to aid in the development of a new method for removing and destroying soil contaminants. In particular, 1,2,4,5-tetrachlorobenzene (TeCB) was selected for this research. Hydrodehalogenation (HDH) was paired with hydrogenation for remedially destroying TeCB without generating a secondary waste stream in a single batch reactor. Palladium- and rhodium-catalyzed HDH and hydrogenation were applied in a batch reactor at room temperature and moderate hydrogen pressure. Cyclohexane was formed as an end product with benzene as an intermediate reactant. An analytical method was developed to measure TeCB, benzene, and cyclohexane in a solution of water and ethanol, 50:50 by volume before mixing, by gas chromatography with electron capture detection (ECD) and flame-ionization detection (FID). Experimental data were consistent with a model in which dehalogenation and hydrogenation were considered sequential processes with first order reaction kinetics.

Increasing demand on more effective cell culture reactors has driven optimization works to increase output of products. This has led to development of soft sensors that uses mathematical formulas to increase the available information for the parameters during runs. In the project two parameters was evaluated for use in such a soft sensor, viability by measuring on-line capacitance with Aber probe and L-lactate production using BioSenz apparatus. To determine how well these could be used both were used on batch reactors measuring on a mouse-mouse B cell hybridoma culture which produced IgG1. On-line measurements were performed by probes which measured directly on the cell suspension or withdrew sterile sample from the reactor. Measuring viability gave results with low error, which can be concluded to the variation in reference cell count, but it could not be determined if measuring L-lactate production with BioSenz works in reactors of this size. More work needs to be done on other types of reactors, like fed-batch or perfusion, or lower working volumes.

Made available in DSpace on 2015-05-07T14:49:19Z (GMT). No. of bitstreams: 1 arquivototal.pdf: 541873 bytes, checksum: fdcc605bea14b02147b0c484cd440a14 (MD5) Previous issue date: 2006-02-21 / Coordenação de Aperfeiçoamento de Pessoal de Nível Superior - CAPES / The research was realized in four phases. In the 1st phase, interviews were accomplished with proprietors of car-washes with the objective of knowing your environmental and social impacts. In the 2nd phase synthetic effluents of car-washes were treated during 147 days in batch anaerobic reactors with five different oil and detergent concentrations. In the 3rd phase six reactors were monitored in batch form, during 20 days, with substrate containing high oil concentrations (0,5 to 2,5 g.l-1) and surfactants concentrations (5,0g.L-1). These treatments were realized with purpose to verified the relation between oil concentration and inhibition of the biologic activity. In the 4th phase six batch anaerobic reactors, with different proportions of the surfactant, were monitored during 35 days. The concentrations of organic matter influent and effluent were analyzed in all the treatments and in the sludge were determined solid concentration. Daily the biogas produced was measures and characterized. In the 2nd phase the average removal of soluble COD was about 82%, for a monitoring period of 18 days. For raw COD during 100 days of operation the average removal was approximately 76% and the production of methane was directly proportional the substrate concentrations. It was verified that the anaerobic biological activity occurs in surfactant concentration below 0,5 g.L-1, and starting from that concentration it begins to happen inhibition of the process / O presente trabalho foi desenvolvido em quatro fases. A primeira fase teve o objetivo de levantar dados sobre os impactos ambientais e sociais causados pelos lava-jatos. Para tanto, foram realizadas entrevistas com seus proprietários. Na segunda fase, foram tratados anaerobiamente, durante 147 dias, em reatores de batelada, efluentes sintéticos de lava-jatos com cinco diferentes concentrações de óleo e detergente. Na terceira fase, foram monitorados seis reatores anaeróbios, em regime de batelada, durante 20 dias, com substratos contendo altas concentrações de óleo (0,5 a 2,5 g.L-1) e surfactantes (5,0 g.L-1). Estes tratamentos tiveram por finalidade verificar se, com o aumento da concentração de óleo, haveria inibição da atividade biológica. Na quarta fase, foram realizados, anaerobiamente, em reatores de batelada, durante 35 dias, seis experimentos com diferentes concentrações de surfactante para verificar que concentração inibiria o processo biológico anaeróbio. Para todos os tratamentos foram analisadas as concentrações de matéria orgânica (DQO) afluente e efluente, bem como as concentrações de sólidos do lodo. Diariamente, foram realizadas leituras do volume e da composição do biogás. Como resultados da segunda fase, verificaram-se remoções de DQO solúvel média de 82% aos 18 dias e para DQO bruta em torno de 76% para os cinco tratamentos, durante 100 dias de operação. A produção de metano foi diretamente proporcional às concentrações dos substratos. Constatou-se que a atividade biológica anaeróbia ocorre numa concentração de surfactante de até aproximadamente 0,5 g.L-1, sendo que a partir daí, começa a ocorrer inibição do processo