Su veikliojo dumblo suspensijomis, gautomis iš Vilniaus miesto, Nemenčinės ir Utenos miesto nuotekų valyklų buvo vykdomi tyrimai, kuriais siekta ištirti nuotekose esančių teršalų poveikį veikliojo dumblo mikroorganizmams ir nustatyti indikatorines rūšis šio poveikio įvertinimui. Tyrimai atlikti su šiais teršalais: 3,5 – dichlorfenoliu (3,5 – DCP), etanoliu ir valgomąja druska (NaCl). Veikliojo dumblo suspensijos buvo analizuojamos mikrobiologiškai, skaičiuojami mikroorganizmų rūšys ir individų skaičius (ind./ml). Per tyrimą buvo atlikta 16 eksperimentų ir nustatytos mikrobiologinė nuotekų valyklų sudėtys, iš kurių buvo gautos veikliojo dumblo suspensijos. Buvo įvertinti teršalų poveikiai veikliojo dumblo mikroorganizmų bendrijoms. Prie mažų (2,5 ppm, 5 ppm ir 7,5 ppm) 3,5 – DCP koncentracijų veikliojo dumblo mikroorganizmai adaptavosi, o didelės (15 ppm ir 20 ppm) koncentracijos naikina veikliojo dumblo mikroorganizmus. Etanolis veikliojo dumblo mikroorganizmų bendrijas veikia skatinančiai, kadangi auga veikliojo dumblo koncentracija ir bakterijų monokolonijų skaičius. Mažos (3 g/l, 5 g/l ir 7 g/l) NaCl koncentracijos skatina veikliojo dumblo mikroorganizmų bendrijas, prie 10 g/l dumblo organizmai adaptuojasi, o prie didelės (15 g/l) NaCl koncentracijos mikroorganizmų skaičius mažėjo. Taip pat nustatytos jautriausios mikroorganizmų rūšys (Acineria uncinata, Aspidisca costata, A. lynceus, Vorticella spp., Ptelomonas sp., plikosios amebos ir bakterijos, sudarančios... [toliau žr. visą tekstą] / The investigations of active sludge taken from Vilnius, Utena and Nemenčinė wastewater treatment plants was carries out. The main goal was investigate the effects of wastewater pollutants on communities of microorganisms taken from activated sludge and to identify indicator species of this impact assessment. Investigations were carried out with these pollutants: 3,5 - dichlorophenol (3,5 - DCP), ethanol, and salt (NaCl). Active sludge was analyzed microbiologically, number of species and number of individuals (ind. / ml) were counted. In this study 16 experiments was carried out and microbiological composition of wastewater treatment plants was estimated. Results showed that activated sludge microorganisms adapted to low (2.5 ppm, 5 ppm and 7.5 ppm) concentrations of 3,5 – DCP, but high (15 ppm and 20 ppm) concentrations reduced abundance of microorganisms. Ethanol stimulated community of activated sludge, because concentration of activated sludge and number of bacterial colonies increased. Low concentrations (3 g/l, 5 g/l ir 7 g/l) of NaCl also stimulated abundance of active sludge community, microorganisms adapted to the concentration of 10 g/l, and number of microorganisms decreased when concentration of NaCl was high (15 g/ l). Acineria uncinata, Aspidisca costata, A. lynceus, Vorticella spp., Ptelomonas sp., gymnamoebae and bacteria (which makes clusters) – this was the most sensitive species of microorganism in activated sludge. A. costata resisted quite high (even 10... [to full text]

HT biomass sonicated at ES inputs < 56KJ/gTS decreased floc size by 41% and enhanced its metabolic activity by 50-250% compared to control. ES inputs >118 KJ/gTS caused HT biomass solubilization and irreversible loss of its metabolic activity and reflocculation ability. During continuous activated sludge processing (ASP) of real primary effluent the observed yield (Yobs) decreased by 20% compared to control ASP at SF (stress factor) of 1 (biomass exchanged without USPT). At SF of 0.5, 1 and 1.5 (biomass exchanged with USPT) the Yobs further decreased by 33, 25 and 44% respectively as compared to control. This indicated that combining biomass anoxic exposure with USPT enhanced sludge reduction by increasing microbial maintenance metabolism likely in combination with microbial flora shift in the ASP depending on SF.

Dissertation submitted in compliance with the requirements for the Master's Degree in Technology: Biotechnology, Technikon Natal, 2001. / Up until now extensive work has been done to develop kinetic models and related software that can be used successfully to simulate and design nitrification denitrification (ND) and nitrification denitrification biological excess phosphorus removal (NDBEPR) systems for efficient nitrogen removal. The denitrification kinetics of these systems have primarily been determined and attributed to the ordinary heterotrophic bacteria, now also known as the OHO fraction, otherwise not involved in biological excess phosphorus removal. However, denitrification kinetics determined for ND systems have been found to vary considerably at times when applied to NDBEPR systems because of varying OHO active fraction estimates and the unexplained occurrence of anoxic phosphorus removal and anysuccess achieved to date has been some what fortuitous. Ultimately variations in process performance and kinetics are attributable to inadequate control and lack of understanding of the ecological, physiological and biochemical activities of constituent microorganisms. There is growing concern and movement towards a better understanding of the microbial community within activated sludge in order to gain optimal control of the process. / M

Submitted in fulfillment for the Degree of Masters of Applied Sciences (Biotechnology), Durban University of Technology, Durban, South Africa, 2016. / Activated sludge (AS) flocs are paramount in biological treatment of wastewater, are comprised of microbial consortia with organic and inorganic material bound together by extra polymeric substances (EPS). The filamentous bacteria play a vital role in the floc formation process by providing the necessary structural support. Presence of epiphytic attachment on selected filamentous bacteria is a commonly occurring phenomenon in activated sludge samples. Different theories have been proposed to describe this phenomenon; however, not much research has been carried out to explore the profundity of the attachment. In this study, an attempt has been made to elucidate the intrinsic nature of the epiphytic attachment between the bacterial rods and filamentous bacteria based on microscopic (morphological and structural) analysis. Characterization of these epiphytes were performed using fluorescence in situ hybridization (FISH) at group level using Alpha, Beta and Gamma Proteo-bacterial probes. Morphological characteristics of filament hosts and the bacterial rods at the interface region was assessed using scanning electron microscopy (SEM). The SEM micrographs indicated that the attachment was facilitated by more than the EPS layer. Further ultrastructural examination using transmission electron microscopy (TEM) indicated a possible cell-to-cell interaction between epiphytes and the selected filaments. Fibrillar structures resembling amyloid-like proteins were observed within the filament cell targeted by the epiphytes. An interaction was apparent between the amyloid like proteins and the epiphytes as exhibited by the direction of fibrillar structures pointing towards the approaching epiphytes. Common bacterial appendages such as pili and fimbria were absent at the interface and further noted was the presence of cell membrane extensions on the epiphytic bacteria protruding towards the targeted filamentous cell. The sheath of host filaments however, remained intact and unpenetrated, during colonization. Amyloid-like fibrils at interface may potentially play the role of attachment sites for the attaching epiphytes, as attachment facilitating appendages were not visualized. / M

The activated sludge process is one of the most commonly employed domestic and industrial waste treatment process. Different types of mathematical models have been proposed for design and operation of this process, most of which do not consider the relationship between the sludge settling characteristics and the aeration unit performance. This project studies the validity of a model developed by La Motta (2004b) which links the operating parameters of an activated sludge system and the classical limiting flux sludge settling theory. Favorable results were obtained demonstrating that the model predicts very similar values of the parameters of the system in comparison with the parameters observed in an activated sludge pilot plant that is located within installations of the Marrero Wastewater Treatment Plant, New Orleans, Louisiana. This research also demonstrated that the model is a helpful tool for the design and operation of an activated sludge system.

Aerobic activated sludge membrane bioreactors (AS-MBR) in municipal wastewater treatment are compact systems that can efficiently perform biological organic oxidation. However, aerobic processes require mechanical aeration accounting for over 40% of total expenditure of a wastewater facility. Additionally, a global urgency for nutrient (Nitrogen/Phosphorus) removal strategies due to surges of eutrophication events requires complex MBR configurations. An innovative and cost-effective process was developed with a dual income-stream: high-quality treated effluent and value-added microalgal biomass for several applications. The proposed process involved several integrated components; an ultrafiltration AS-MBR for organic oxidation followed by a microalgal membrane photobioreactor (MPBR) to remove nutrients (N/P) through assimilation while simultaneously photosynthetically generating dissolved oxygen effluent that was recirculated back into the AS-MBR, thereby reducing the need for mechanical aeration for oxidation. A lab-scale system was fed with a synthetic medium-strength municipal wastewater. The microalgal species C. vulgaris was initially tested in batch trials as a proof-of-concept study on its potential as a photosynthetic oxygenator for the AS-MBR and identify its nutrient utilization efficiencies. The MPBR and MBR were later constructed for continuous operation, with the aim to identify an optimal process configuration. The unit processes were subsequently isolated, where the AS-MBR was subjected to a modelled algal effluent to assesses the impact of varying influent characteristics and effluent recycle rates. A microbial community analysis was performed by high-throughput sequencing and a statistical data-driven modeling approach to assess treatment performances. The MPBR stage was then subjected to the effluent achieved by the AS-MBR stage under varying operating conditions to assess its treatment performance and the resulting algal biomass biochemical composition to identify its suitability for bioethanol, biodiesel, or animal feed production. The findings of this study ultimately confirmed the ability of C. vulgaris to support the AS-MBR for organic removal and fractional nutrient removal by supplying the oxygen demand, and further achieve an effluent polish stage for nutrient removal. The process configuration also demonstrated the ability to achieve a high microalgal biomass production with the potential of extracting valuable products as an added benefit of the wastewater treatment.

As estações de tratamento de esgotos por lodos ativados são caracterizadas por modelos cinéticos de comportamento não linear de difícil parametrização. A utilização de técnicas de identificação paramétricas para a modelagem de tais estações produz modelos com parâmetros sem significado operacional e variantes no tempo. Por outro lado, a lógica nebulosa permite ao usuário de modelos baseados em tal técnica uma parametrização mais próxima do raciocínio humano. A facilidade da parametrização nebulosa reside na atribuição de valores lingüísticos às variáveis de entrada do modelo. Esta dissertação utiliza técnicas de modelagem nebulosa, como ANFIS e regras limitadas, para identificar o comportamento da concentração de oxigênio dissolvido do tanque de aeração do benchmark de uma planta de tratamento de esgotos por lodos ativados com remoção de nitrogênio. / Activated sludge wastewater treatment plants are characterized by kinetic models of highly nonlinear behavior, whose time varying parameters are very difficult to calibrate. The use of parametric identification techniques to build models of such plants results in models with parameters without operational meaning. Alternatively, the fuzzy logic enables users of models, which are based on this technique, a parametrization similar to human reasoning. The simplicity of the fuzzy logic consists of the attribution of linguistic labels to the model input variables. This dissertation uses fuzzy logic techniques, such as ANFIS and limited rules, to identify the behavior of the dissolved oxigen in the aeration tank of a benchmark activated sludge wastewater treatment plant, with nitrogen removal.

Thesis (M.Dip.)--Cape Technikon, 1990 / The die-off in the marine environment of micro-organisms that are present in sewage was investigated. A literature survey was carried out and studies were done in the laboratory, at an offshore outfall and at a surf-zone outfall. In the laboratory raw sewage was mixed with sea water at known dilutions and the die-off of faecal coliforms, faecal streptococci and coliphage was monitored. At the offshore sewage outfall a tracer, Rhodamine B.was released in the pump station and the distribution of the plume around the diffuser was determined by means of the Rhodamine B concentrations and faecal colifonns counts. At the factory surf-zone outlet the Rhodamine B was injected into the pipeline. Samples were taken at 50 and 100 meter distance from the outlet. Thedie-off of faecal colifonns, faecal streptococci and coliphage was monitored. The following results were obtained: Literature study: (i) Coliforms • Temperatures of 15 QC and lower are conducive to survival while nutrients, at a concentration as low as 2,5 mg/L organic carbon, stimulate growth. A rise in salinity has a negative effect on the organisms. • The T90 value in direct sunlight is <2 hours but vanes considerably in the dark (>35 days). Changes in weather• conditions, sunlight intensity, hours of sunlight, depth and turbidity of seawater and different seasons are the most important factors accounting for the variations in the T90 values. • It is, therefore, important for the initial dilution to be large enough. This will ensure that the bacterial counts conform to the water quality criteria, as the die-off rates in the marine environment are slow and not always adequate, except around mid day. • Faecal coliforms as a single parameter is not considered to be the best indicator of marine pollution. • The 1:4 ratio between faecal coliforms and faecal streptococci for human faeces and 1:0,7 ratio for animal waste are not applicable in the marine environment. The survival of faecal streptococci in seawater is better than that of faecal coliforms and the ratio therefore changes. (ii) Enterococci and pathogens • The T90 value for faecal streptococci is double that of coliforms and also varies in the dark. In direct sunlight any change in sunlight intensity, change the T90 values. • In general the numbers of faecal streptococci and pathogens occuring in sewage are smaller than those of coliforms, but their survival time is longer. This could lead to a situation where the water quality complies with the criteria according to the coliform counts, while a health risk may exist due to th survival of pathogens.

Com o objetivo de estudar a redução na geração de resíduos sólidos no processo por lodo ativado por meio de adição química, foi montada uma Estação de Tratamento Piloto na área do Centro Tecnológico de Hidráulica, situado dentro do Campus da Universidade de São Paulo, na cidade de São Paulo. A ETE Piloto é composta de dois sistemas em paralelo, e idênticos, de tratamento por lodo ativado convencional em mistura completa. A pesquisa foi realizada em três fases distintas e consecutivas. Em todas as três etapas, o primeiro sistema de tratamento da ETE Piloto (Sistema I) recebeu a adição do produto Dosfolat XS, com a intenção de verificar se esse provocaria realmente, a redução do lodo gerado, em comparação com o segundo sistema (Sistema II) que não recebeu Dosfolat XS. As três fases da pesquisa consistiram, respectivamente, na operação dos dois sistemas, em paralelo, durante 94, 79 e 133 dias efetivos, com alimentação de esgoto decantado na vazão de 5 m3/dia nas duas primeiras etapas e com esgoto bruto na vazão de 2m3/dia na fase final. Ao longo das três fases do experimento, foram verificadas as condições de sedimentabilidade, as concentrações de sólidos em suspensão totais e voláteis do lodo dos reatores biológicos, e as eficiências de remoção de DBO, DQO, Nitrogênio Total e Fósforo dos dois sistemas paralelos. Os resultados obtidos nessa pesquisa somente indicaram eficiência do produto Dosfolat XS na redução da geração de lodo no tratamento de esgoto por lodo ativado, em relação ao tratamento por lodo ativado sem a adição de Dosfolat XS. / Aiming to study the reduction in waste production in the activated sludge process, a Treatment Pilot Plant was built at Centro Tecnológico de Hidráulica, situated at the campus of Universidade de São Paulo, in São Paulo. The Pilot Plant was composed of two parallel and identical systems, that were operated in the conventional activated sludge process with complete mixing. This study was conducted in three different and successive phases. In each phase, the first system received addition of Dosfolat XS, in order to verify if this product would decrease the quantity of produced sludge, in comparison with the second system, which did not receive any addition. The three phases above mentioned were consisted in the operation of those two systems during 94, 79 and 133 effective days respectively. There was, in the first and second phases, primary effluent feeding at 5m3/day flow and, in the third phase, raw wastewater feeding at 2m3/day. During this three phase experiment, its several parameters were monitored: settleability parameters, total and volatile suspended solids concentration of the sludge in the biologic reactors, and the removal efficiency of BOD, COD, TKN and Phosphorus for those two parallel systems. The results of this study indicated only the efficiency of Dosfolat XS to decrease the quantity of produced sludge in wastewater treated by activated sludge process, in comparison with the activated sludge process without Dosfolat XS addition.

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