Academic literature on the topic 'Granuli aerobici'
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Journal articles on the topic "Granuli aerobici"
Grgas, Dijana, Tibela Landeka Dragičević, Anita Štrkalj, Andrijana Brozinčević, Adelina Ladavac, Tea Štefanac, and Mirjana Galant. "Aerobni granulirani mulj u obradi otpadnih voda." Hrvatski časopis za prehrambenu tehnologiju, biotehnologiju i nutricionizam 16, no. 1-2 (June 1, 2021): 20–27. http://dx.doi.org/10.31895/hcptbn.16.1-2.3.
Full textEtterer, T., and P. A. Wilderer. "Generation and properties of aerobic granular sludge." Water Science and Technology 43, no. 3 (February 1, 2001): 19–26. http://dx.doi.org/10.2166/wst.2001.0114.
Full textLiu, Lin, Da-Wen Gao, and Hong Liang. "Effect of sludge discharge positions on steady-state aerobic granules in sequencing batch reactor (SBR)." Water Science and Technology 66, no. 8 (October 1, 2012): 1722–27. http://dx.doi.org/10.2166/wst.2012.339.
Full textde Kreuk, M., and L. de Bruin. "Aerobic Granule Reactor Technology." Water Intelligence Online 4 (December 30, 2015): 9781780402901. http://dx.doi.org/10.2166/9781780402901.
Full textBathe, S., M. de Kreuk, B. McSwain, and N. Schwarzenbeck. "Aerobic Granular Sludge." Water Intelligence Online 6 (December 30, 2015): 9781780402055. http://dx.doi.org/10.2166/9781780402055.
Full textHan, Fei, Mengru Zhang, Zhe Liu, Yufei Han, Qian Li, and Weizhi Zhou. "Enhancing robustness of halophilic aerobic granule sludge by granular activated carbon at decreasing temperature." Chemosphere 292 (April 2022): 133507. http://dx.doi.org/10.1016/j.chemosphere.2021.133507.
Full textStes, Hannah, Sven Aerts, Michel Caluwé, Thomas Dobbeleers, Sander Wuyts, Filip Kiekens, Jolien D'aes, Piet De Langhe, and Jan Dries. "Formation of aerobic granular sludge and the influence of the pH on sludge characteristics in a SBR fed with brewery/bottling plant wastewater." Water Science and Technology 77, no. 9 (March 23, 2018): 2253–64. http://dx.doi.org/10.2166/wst.2018.132.
Full textSeid-mohammadi, Abdolmotaleb, Fatemeh Nouri, and Fateme Asadi. "Factors affecting aerobic granule sludge formation in leachate treatment – a systematic review." Reviews on Environmental Health 35, no. 4 (November 18, 2020): 481–92. http://dx.doi.org/10.1515/reveh-2020-0019.
Full textBarr, Jeremy J., Andrew E. Cook, and Phillip L. Bond. "Granule Formation Mechanisms within an Aerobic Wastewater System for Phosphorus Removal." Applied and Environmental Microbiology 76, no. 22 (September 17, 2010): 7588–97. http://dx.doi.org/10.1128/aem.00864-10.
Full textJuang, Yu-Chuan, Ay Su, Li-Hsing Fang, Duu-Jong Lee, and Juin-Yih Lai. "Fouling with aerobic granule membrane bioreactor." Water Science and Technology 64, no. 9 (November 1, 2011): 1870–75. http://dx.doi.org/10.2166/wst.2011.139.
Full textDissertations / Theses on the topic "Granuli aerobici"
MALLOCI, EMANUELA. "Applicazione del processo a fanghi aerobici granulari per il trattamento di reflui petrolchimici." Doctoral thesis, Università degli Studi di Cagliari, 2016. http://hdl.handle.net/11584/266894.
Full textWoolley, Sylvia. "Aerobic granular biomass using municipal primary effluent : a comparative monitoring study." Thesis, University of British Columbia, 2017. http://hdl.handle.net/2429/63114.
Full textApplied Science, Faculty of
Civil Engineering, Department of
Graduate
Li, Yun, and 李贇. "Formation and stability of aerobic granular sludge in biological wastewater treatment." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2013. http://hdl.handle.net/10722/197519.
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Civil Engineering
Master
Master of Philosophy
Morais, Ismarley Lage Horta. "Biological treatment of pulp and paper mill effluents with aerobic granular sludge." Universidade Federal de Viçosa, 2016. http://www.locus.ufv.br/handle/123456789/9372.
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O tratamento de águas residuárias com lodo aeróbio granular apresenta muitas vantagens em comparação ao processo convencional de lodos ativados com lodo floculento. Os grânulos são agregados microbianos densos e compactos que possibilitam uma maior retenção de biomassa no reator biológico e uma elevada capacidade de sedimentação, favorecendo a remoção biológica de matéria orgânica, nutrientes, compostos tóxicos e clarificação final do efluente devido à estrutura e propriedade de sedimentação do lodo. Estes benefícios resultaram em um aumento do interesse de implantação do processo de tratamento com lodo aeróbio granular e a busca de maiores informações à respeito da formação, estabilidade e a influência dos parâmetros operacionais sobre a granulação. Assim, este trabalho apresenta uma revisão bibliográfica com a compilação das informações recentes sobre o lodo aeróbio granular incluindo a possibilidade de utilização dos grânulos aeróbios em biorreatores a membrana, em elevadas temperaturas e as aplicações em plantas de tratamento de larga escala. Foi realizada, ainda, a avaliação da adição de 100 mg.L-1 e 200mg.L-1 de cálcio na estabilidade, resistência mecânica e diâmetro dos grânulos formados em reatores em batelada sequencial alimentados com efluente de uma fábrica de polpa celulósica kraft. Os reatores apresentaram eficiências similares de remoção de matéria orgânica e o diâmetro médio dos grânulos foi de cerca de 11 mm em todos os reatores, embora os grânulos formados no reator que recebeu 100 mg.L-1 de Ca2+ apresentou velocidade de sedimentação 36% superior aos demais e maior resistência mecânica. A melhoria da granulação pode ser obtida ainda pela seleção de microrganismos que contribuem para a formação dos agregados. A produção de substâncias poliméricas extracelulares (SPE) pelas bactérias é um dos fatores que influencia a agregação celular, uma vez que as SPE agem como agente cimentante e atuam na adesão entre as células. A produção de SPE de dezenove isolados microbianos, obtidos de grânulos aeróbios formados no tratamento de efluente de fábrica de papel reciclado foi avaliada e seis isolados dos gêneros Staphylococcus, Agrobacterium, Enterobacter e Rhodococcus melhoraram a granulação biológica. A ausência destes isolados nos testes de co-agregação reduziu a relação entre proteínas e polissacarídeos (relação PN/PS) e diminuiu a formação de agregados.
Aerobic granular sludge wastewater treatment has many advantages over the conventional activated sludge process. The granules are dense and compact microbial aggregates that allow a higher biomass retention in the biological reactor and a high settling velocity, favoring the biological removal of organic matter, nutrients, toxic substances and improves wastewater clarification. Due to the sludge structure and settleability, these benefits have attracted considerable interest in the implementation of the aerobic granular sludge process and givenrise to the need for better understanding of the formation, stability and influence of the operational parameters on the granulation. Thus, this work was divided into three chapters. Chapter 1 presents a review of recent developments on aerobic granular sludge including the possibility of using aerobic granules in membrane bioreactors, at high temperatures and for a full-scale implementation. The addition of divalent cations in the reactors can enhance granulation and granule stability. In Chapter 2, the effect of the addition of 100 mg.L-1 and 200 mg.L- of calcium in the stability, mechanical strength and diameter of the granules formed in sequential batch reactors (SBR) fed with pulp mill effluent was evaluated. The reactors showed similar organic matter removal efficiencies and granule size was approximately 11 mm in all SBR, although the granules formed in the reactor with addition of 100 mg.L- of Ca2+ had a settling velocity 36% higher and greater mechanical resistance than the others. Granulation can also be enhanced by the selection of microorganisms that contribute to the aggregates formation. Bacterial extracellular polymeric substances (EPS) production is one factor that contributes to cell aggregation, since EPS acts as an intercellular cement that may reinforce cohesion inside the bacterial clusters. In Chapter 3, EPS production of nineteen microbial isolates obtained from aerobic granules formed in the recycled paper wastewater treatment was evaluated and six isolates of the genera Staphylococcus, Agrobacterium, Enterobacter and Rhodococcus contributed to biological granulation. The absence of these isolates in the co-aggregation tests reduced the protein-polysaccharide ratio (PN / PS ratio) and reduced the aggregates formation.
Lashkarizadeh, Monireh. "Operating pH and feed composition as factors affecting stability of aerobic granular sludge." Taylor & Francis, 2015. http://hdl.handle.net/1993/30304.
Full textKent, Timothy Robert. "Mechanistic Understanding of the NOB Suppression by Free Ammonia Inhibition in Continuous Flow Aerobic Granulation Bioreactors." Thesis, Virginia Tech, 2019. http://hdl.handle.net/10919/87706.
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A partial nitritation-anammox continuous flow reactor (CFR) was operated for eight months demonstrating that granular sludge can be maintained stably for extended periods of time. In this approach, NH3 is only partially converted to NO2 - (partial nitritation), and the conversion to NO3 - is prevented by the suppression of nitrite oxidizing bacteria (NOB). NH3 and NO2 - are then utilized by anammox bacteria to create N2 gas. The influent NH4 + fed to the reactor was kept at 50 to 60 mg N L-1 to verify that the upper range of total ammonia nitrogen (TAN) for domestic wastewater can supply a sufficiently high level of free ammonia (FA) to inhibit NOB growth in CFRs at a pH around 7.8. It is expected that the penetration of a substrate into granule sludge will experience diffusional resistance as it moves from water to denser solid material and is consumed by bacteria. The ammonia oxidizing bacteria (AOB):NOB activity ratio was determined for a series of granule sizes to understand the impact of mass diffusion limitation on the FA inhibition of NOB. When dissolved oxygen (DO) limitation is the only mechanism for NOB suppression, the AOB:NOB ratio was usually found in previous studies to increase with the granule size. However, the trend is reversed when FA has an inhibitory effect on NOB, as was observed in this study. The decrease in AOB:NOB ratio indicates that the resistance to the diffusion of FA, which increases with increasing granule size, along the granule radius limited its ability to inhibit NOB. This means smaller granules, e.g. diameter < 150 µm, are preferred for NO2 - accumulation when high FA is present. The trend was further verified by observing the increase in the apparent inhibition coefficient, KI,FAapp, as granule size increased. This coefficient quantifies the effectiveness of an inhibitor, with larger values indicating weaker inhibition. This study for the first time quantified the effect of diffusion limitation on the KI,FAapp of NOB in granules and biofilms. A mathematical model was then utilized to interpret the observed suppression of NOB. The model predicted that NOB suppression was only complete at the granule surface. The NOB that did survive in larger granules was forced to dwell within the granule interior, where the FA concentration was lower than that in the bulk solution. This means FA inhibition can be taken advantage of as an effective means for NOB suppression in small granules and thin biofilms. Further, FA and DO were found to be both required for the stratification of a layer of AOB at the surface over a layer of NOB in partial nitritation-anammox CFRs. The structural stratification commonly observed in granules is then concluded to be a consequence but not a cause of the NOB suppression.
Williams, Yasheemah. "Treatment of poultry slaughterhouse wastewater using an expanded granular sludge bed anaerobic digester coupled with anoxic/aerobic hybrid side stream ultrafiltration membrane bioreactor." Thesis, Cape Peninsula University of Technology, 2017. http://hdl.handle.net/20.500.11838/2758.
Full textFor more than a decade, poultry product consumption increased in developed and developing countries, with more than 470 new slaughterhouses being constructed in South Africa (SA). Customer demand for poultry products resulted in a rapidly growing poultry industry, with consequential increases in the quantity of organic solid and liquid waste being produced from the poultry slaughterhouses. Annually, the productivity and profitability within the livestock production sector has increased, an evaluation based on the number of slaughtered and sold animals. Potable water is required for these animals, resulting in the generation of high strength wastewaters. Instantaneous disposal of such wastewaters into the environment is concerning as it results in odour and the spreading of diseases in local rivers and freshwater sources. The generated poultry slaughterhouse wastewater (PSW) contains a high quantity of biodegradable organic, suspended and colloidal matter in the form of proteins, fats, oil and grease (FOG), protein from meat, blood, skin, and feathers, resulting in high Biological Oxygen Demand (BOD) and Chemical Oxygen Demand (COD), which can contribute to environmental deterioration if not treated adequately before discharge. On average, PSW contains a high concentration of BOD, COD, nitrogen, pathogenic and non-pathogenic viruses, bacteria and parasites, including their eggs. These characteristics make PSW highly polluted with a large quantity of bird carcass debris including FOG. Due to the high concentration of organic matter and suspended solids in the wastewater, it is necessary to pre-treat the PSW prior to sequential anaerobic treatment. Most of the contaminants present in the PSW can be reduced by means of numerous treatment steps, i.e. physical, chemical and biological treatment. For this study, biological treatment methods, physical separation methods, and a membrane bioreactor system, were used to treat PSW. The biological treatment methods used were an anaerobic digester (AD) followed by a single stage nitrification/denitrification reactor and then a third stage in which an ultrafiltration (UF) and Microfiltration (MF) membrane bioreactor (MBR) was used. The AD used was an Expanded Granular sludge Bed Reactor (EGSB) as anaerobic digestion is one of the most effective biological wastewater treatment methods used, as it reduces the organic matter to even produce biogas as a renewable energy source. The basis of anaerobic treatment method relies on suitable bacteria cultivated in the absence of dissolved oxygen, facilitating decomposition of organic matter into a renewable source such as biogas. Similarly, biological nitrification/denitrification processes for the removal of total nitrogen (TN) in wastewater has become one of the most commonly used processes within the wastewater treatment sector. Nitrification and denitrification processes can be performed by some microorganisms within the wastewater in Wastewater Treatment Plants (WWTPs) The PSW used was collected at different times from a local poultry slaughterhouse in the Western Cape (South Africa) and stored in a refrigerator at 4°C until it was fed to the first stage of the treatment which was the EGSB. Before being fed to the EGSB, the PSW was filtered with a sieve to remove feathers and agglomerated FOG to avoid clogging of the tubing. The EGSB was inoculated with 0.747 L anaerobic granular sludge, had a working volume of 2.7 L, an inner diameter of 0.065 m and a height of 0.872 m respectively. Ceramic marbles with an average diameter of 0.0157m were placed at the bottom of the bioreactor as packing for the underdrain and to maintain the granular sludge within the heated section of the bioreactor. The EGSB was fed with three types of PSW: 50% (v/v), 70% (v/v), which was diluted with distilled water. Thereafter once the system stabilised the reactor was fed with undiluted PSW (100%). Each dilution was operated at different Hydraulic Retention Times (HRTs) and Organic Loading Rates (OLRs), with average HRTs used being 62.5, 57.5 and 49.65 h. Furthermore, the average OLRs were 1, 2 and 3 g tCOD/L.day respectively. The performance of the EGSB was determined using tCOD, Total Suspended Solids (TSS) and FOG, with overall averaged removal rates for these constituents being 69%, 98% and 92% respectively. The highest tCOD removal of 93 % (optimal efficiency) was obtained at an average HRT of 57.5 h with a corresponding average OLR of 2 g tCOD/L.day.
Henriques, Justine. "Scale-up d'un procédé continu aérobie à lit fluidisé granulaire pour le traitement des effluents." Thesis, Limoges, 2019. http://www.theses.fr/2019LIMO0021.
Full textDue to more stringent regulations, wastewater processes need to be more compact and effective. The utilization of aerobic granular sludge conjugates compactness and productivity with the control of the operational. Granulation, which need specific conditions, are mostly operated in batch reactors. To improve the capacity of treatment, this study investigates process conditions for an optimal operation for a continuous reactor working with aerobic granular sludge. First of all, granulation technique is optimized in a laboratory batch reactor (SBR) and results reveal that food to microorganism ratio, shear and selection pressure applied influence pellets’ formation and their properties. Then, this optimized method is successfully scaled-up. After that, the utilization of granules in continuous is studied and this mode increases the reactor capacity while the granular structure is maintained. The utilization of an industrial influent shows reserved results. A commercial software was used to simulate experimental results obtained for a fluidized reactor using pellets. The model, proposed by the software, shows inconsistencies in batch mode. The MBBR model seems more appropriate to simulate continuous mode although the whole pellet is not considered. So, the utilization of aerobic granular sludge in a continuous reactor is a promising technology but further research is needed in the long term operation and its modeling
Manas, Llamas Angela. "Immobilisation du phosphore par précipitation induite dans un procédé aérobie à biomasse granulaire." Thesis, Toulouse, INPT, 2011. http://www.theses.fr/2011INPT0122/document.
Full textOver the last decade, aerobic granulation processes have araised as a promising technology for treating wastewater effluents containing high nitrogen, phosphorus and carbon concentrations. The microbial complexity of granules and the mechanisms by which they acquire excellent settleability properties, still constitute important research goals to investigate. This thesis is focused on a mechanism that has been little addressed in literature, that is, phosphate precipitation in the core of aerobic granules. Different analytical techniques, sometimes adapted for the first time to this type of systems, like Raman spectroscopy, have let an exhaustive characterization of biominerals in the core of granules. Analyses performed on aerobic granules grown with synthetic fed in a lab-scale SBR (Sequential Batch Reactor), revealed a calcium phosphate core made of hydroxyapatite [Ca5(PO4)3(OH)]. This precipitation phenomenon is induced by local pH and supersaturation gradients issued of biological reactions inside granules. The study of the biomineralization phenomenon has been extended into anaerobic granules coming from UASB reactors at different cheese wastewater treatment plants. A physico-chemical model has been described in a form of matrix with AQUASIM® software, and coupled with a thermodynamic database (PHREEQC®), in an attempt to hypothesize the mechanisms that influence the biomineralization phenomena. It has been proposed the formation of an amorphous precursor (ACP) prior hydroxyapatite precipitation in the core of granules, suggesting the thermodynamic constant (pKsp|20ºC=28.07±0.58) and kinetic constants at different operating conditions. It has been also estimated the contribution of the biomineralization to the overall phosphorus removal process (up to 46% at the operating conditions tested), thanks to the development and study of a GSBR (Granular Sludge Batch Reactor) in labscale, for more than 900 days. The fate of the biomineralization process in granules, regarding the contribution to their stabilization and physical properties, has been also dealt in this thesis. The reactor stability and performances have been assessed by alternating anoxic/aerobic and anaerobic/aerobic cycles, in sights of a future industrial application. The induction of precipitation by local variation of pH and supersaturation issued of biological reactions has been here introduced, although it will need further investigation
Coma, Bech Marta. "Biological nutrient removal in SBR technology: from floccular to granular sludge." Doctoral thesis, Universitat de Girona, 2011. http://hdl.handle.net/10803/32025.
Full textL’estudi de l’eliminació biològica de nutrients s’ha dut a terme durant dècades. Tot i això, la influencia de l’home i l’augment de la demanda d’aigua han forçat a les instal•lacions a treballar a la seva capacitat màxima. Així, l’objectiu de la tesi és obtenir sistemes més compactes per a l’eliminació de nutrients de les aigües residuals. En aquest sentit, s’ha investigat l’optimització i estabilització de reactors amb alts volums d’intercanvi, tractant més aigua. Amb el mateix objectiu, el fang granular aeròbic va ser proposat com una alternativa fiable per tal de reduir l’espai i incrementar les càrregues de les depuradores. Tot i això, la granulació amb influents de baixa càrrega (menors a 1 Kg dQO•m-3d-1) resulta més lenta i més dificultosa alhora d’obtenir l’estat estacionari. Per aquesta raó es van investigar diferents metodologies i condicions d’operació per tal de millorar la granularció i l’eliminació de nutrients de les aigües urbanes.
Books on the topic "Granuli aerobici"
Stephan, Bathe, and International Water Association, eds. Aerobic granular sludge. London: IWA Publishing, 2005.
Find full textNi, Bing-Jie. Formation, characterization and mathematical modeling of the aerobic granular sludge. Berlin, Heidelberg: Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-31281-6.
Full textL. M. M. de Bruin and M. K. de Kreuk. Aerobic Granule Reactor Technology. IWA Publishing, 2004.
Find full textSchwarzenbeck, N., M. K. de Kreuk, S. Bathe, and B. S. McSwain. Aerobic Granular Sludge. IWA Publishing, 2005.
Find full textKreuk, M. K., and L. M. M. de Bruin. Aerobic Granule Reactor Technology (Water & Wastewater Practitioner). Stowa, 2004.
Find full textAerobic Granular Sludge (Water and Environmental Management Series). IWA Publishing, 2007.
Find full textPathogen Removal in Aerobic Granular Sludge Treatment Systems. Taylor & Francis Group, 2022.
Find full textHernàndez, Mary Luz Barrios. Pathogen Removal in Aerobic Granular Sludge Treatment Systems. Taylor & Francis Group, 2022.
Find full textHernàndez, Mary Luz Barrios. Pathogen Removal in Aerobic Granular Sludge Treatment Systems. Taylor & Francis Group, 2022.
Find full textHernàndez, Mary Luz Barrios. Pathogen Removal in Aerobic Granular Sludge Treatment Systems. Taylor & Francis Group, 2022.
Find full textBook chapters on the topic "Granuli aerobici"
Bassin, João Paulo. "Aerobic Granular Sludge Technology." In Advanced Biological Processes for Wastewater Treatment, 75–142. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-58835-3_4.
Full textNi, Bing-Jie, and Han-Qing Yu. "Aerobic Granular Sludge Technology for Wastewater Treatment." In Biological Sludge Minimization and Biomaterials/Bioenergy Recovery Technologies, 429–63. Hoboken, NJ, USA: John Wiley & Sons, Inc., 2012. http://dx.doi.org/10.1002/9781118309643.ch14.
Full textNancharaiah, Y. V., M. Sarvajith, and V. P. Venugopalan. "The EPS Matrix of Aerobic Granular Sludge." In Microbial Biofilms in Bioremediation and Wastewater Treatment, 33–55. Boca Raton : CRC Press, [2019]: CRC Press, 2019. http://dx.doi.org/10.1201/b22046-3.
Full textRajwar, Jyoti, Divya Joshi, Shilippreet Kour, and Prasenjit Debbarma. "Aerobic Granular Technology: Current Perspective and Developments." In Bioremediation of Environmental Pollutants, 253–73. Cham: Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-86169-8_11.
Full textBarrios Hernández, Mary Luz. "Introduction." In Pathogen removal in aerobic granular sludge treatment systems, 1–12. London: CRC Press, 2022. http://dx.doi.org/10.1201/9781003231622-1.
Full textBarrios Hernández, Mary Luz. "Faecal indicators removals in full-scale AGS and CAS systems." In Pathogen removal in aerobic granular sludge treatment systems, 13–34. London: CRC Press, 2022. http://dx.doi.org/10.1201/9781003231622-2.
Full textBarrios Hernández, Mary Luz. "Eukaryotic community characterisation by 18s rRNA gene analysis in full-scale systems." In Pathogen removal in aerobic granular sludge treatment systems, 91–112. London: CRC Press, 2022. http://dx.doi.org/10.1201/9781003231622-5.
Full textBarrios Hernández, Mary Luz. "Co-treatment of synthetic faecal sludge and wastewater in an AGS system." In Pathogen removal in aerobic granular sludge treatment systems, 61–90. London: CRC Press, 2022. http://dx.doi.org/10.1201/9781003231622-4.
Full textBarrios Hernández, Mary Luz. "Outlook and conclusions." In Pathogen removal in aerobic granular sludge treatment systems, 113–18. London: CRC Press, 2022. http://dx.doi.org/10.1201/9781003231622-6.
Full textBarrios Hernández, Mary Luz. "Unravelling the removal mechanisms of faecal indicators in AGS Systems." In Pathogen removal in aerobic granular sludge treatment systems, 35–60. London: CRC Press, 2022. http://dx.doi.org/10.1201/9781003231622-3.
Full textConference papers on the topic "Granuli aerobici"
Ghosh, Sayanti, and Saswati Chakraborty. "Bioremediation of hydrocarbon-rich wastewater by aerobic granules of oil degrading bacterial strains in salinity influence." In International Web Conference in Civil Engineering for a Sustainable Planet. AIJR Publisher, 2021. http://dx.doi.org/10.21467/proceedings.112.23.
Full textWang Xin-gang, Lin Ting, and Zhang Sheng-ju. "Study on the aerobic granulation and properties of aerobic granules." In 2011 International Symposium on Water Resource and Environmental Protection (ISWREP). IEEE, 2011. http://dx.doi.org/10.1109/iswrep.2011.5893323.
Full textYulianto, Andik, Prayatni Soewondo, Marissa Handajani, and Herto Dwi Ariesyady. "Preliminary study on aerobic granular biomass formation with aerobic continuous flow reactor." In PROCEEDINGS FROM THE 14TH INTERNATIONAL SYMPOSIUM ON THERAPEUTIC ULTRASOUND. Author(s), 2017. http://dx.doi.org/10.1063/1.4978186.
Full textZhu, Lingfeng, Ruqin Gao, Runtao Zhang, and Lili Liu. "Research on Aerobic Granular Sludge Disposal Municipal Sewage." In 2010 4th International Conference on Bioinformatics and Biomedical Engineering (iCBBE). IEEE, 2010. http://dx.doi.org/10.1109/icbbe.2010.5517493.
Full textBoncescu, Corina. "MODELING EFFICIENCY OF BIOLOGICAL PROCESS WITH AEROBIC GRANULAR SLUDGE." In 18th International Multidisciplinary Scientific GeoConference SGEM2018. Stef92 Technology, 2018. http://dx.doi.org/10.5593/sgem2018/5.2/s20.084.
Full textJi, Min, Yanjie Wei, Shan Lu, Fen Wang, and Leiluo Cheng. "Characteristics and Stability of Aerobic Granules Treating Domestic Sewage." In 2009 3rd International Conference on Bioinformatics and Biomedical Engineering (iCBBE). IEEE, 2009. http://dx.doi.org/10.1109/icbbe.2009.5162490.
Full textWei, Moor Jie, and Gobi Kanadasan. "Microbubble aeration impact on polyhydroxyalkanoate production in aerobic granules." In INTERNATIONAL SYMPOSIUM ON GREEN AND SUSTAINABLE TECHNOLOGY (ISGST2019). AIP Publishing, 2019. http://dx.doi.org/10.1063/1.5126548.
Full textDan, Zhou, and Zhao Yonghong. "Study on forming aerobic granular sludge on domestic sewage." In 2011 International Conference on Consumer Electronics, Communications and Networks (CECNet). IEEE, 2011. http://dx.doi.org/10.1109/cecnet.2011.5769454.
Full textMa, Xingguan, Tieshan Ming, and Wendi Xu. "Study about acclimation process of aerobic granular sludge in SBR." In 2011 International Conference on Electrical and Control Engineering (ICECE). IEEE, 2011. http://dx.doi.org/10.1109/iceceng.2011.6058284.
Full textChen, Rui, and Xue-Qi Fu. "Ammonium Nitrogen Wastewater Treatment by Aerobic Granular Sludge Membrane Bioreactor." In 2008 2nd International Conference on Bioinformatics and Biomedical Engineering. IEEE, 2008. http://dx.doi.org/10.1109/icbbe.2008.371.
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