Desarrollo de un lodo granular aerobio para el tratamiento de aguas en un reactor discontinuo secuencial (SBR)

ilustraciones, graficas

Autores:: Duarte Castro, Viviana Astrid

Tipo de recurso:

Fecha de publicación:: 2022

Institución:: Universidad Nacional de Colombia

Repositorio:: Universidad Nacional de Colombia

Idioma:: spa

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repository_id_str
dc.title.spa.fl_str_mv	Desarrollo de un lodo granular aerobio para el tratamiento de aguas en un reactor discontinuo secuencial (SBR)
dc.title.translated.eng.fl_str_mv	Development of an aerobic granular sludge for water treatment in a sequential batch reactor (SBR)
title	Desarrollo de un lodo granular aerobio para el tratamiento de aguas en un reactor discontinuo secuencial (SBR)
spellingShingle	Desarrollo de un lodo granular aerobio para el tratamiento de aguas en un reactor discontinuo secuencial (SBR) 620 - Ingeniería y operaciones afines::628 - Ingeniería sanitaria SBR Lodo granular aerobio Lodo activo Tiempo de sedimentación Secuential Batch Reactor (SBR) Aerobic granular sludge Active sludge Settling time Agua residual Tratamiento del agua Waste water Water treatment
title_short	Desarrollo de un lodo granular aerobio para el tratamiento de aguas en un reactor discontinuo secuencial (SBR)
title_full	Desarrollo de un lodo granular aerobio para el tratamiento de aguas en un reactor discontinuo secuencial (SBR)
title_fullStr	Desarrollo de un lodo granular aerobio para el tratamiento de aguas en un reactor discontinuo secuencial (SBR)
title_full_unstemmed	Desarrollo de un lodo granular aerobio para el tratamiento de aguas en un reactor discontinuo secuencial (SBR)
title_sort	Desarrollo de un lodo granular aerobio para el tratamiento de aguas en un reactor discontinuo secuencial (SBR)
dc.creator.fl_str_mv	Duarte Castro, Viviana Astrid
dc.contributor.advisor.none.fl_str_mv	Bustos-López, Martha Cristina Algecira Enciso, Néstor Ariel
dc.contributor.author.none.fl_str_mv	Duarte Castro, Viviana Astrid
dc.contributor.researchgroup.spa.fl_str_mv	Resiliencia y Saneamiento Resa
dc.subject.ddc.spa.fl_str_mv	620 - Ingeniería y operaciones afines::628 - Ingeniería sanitaria
topic	620 - Ingeniería y operaciones afines::628 - Ingeniería sanitaria SBR Lodo granular aerobio Lodo activo Tiempo de sedimentación Secuential Batch Reactor (SBR) Aerobic granular sludge Active sludge Settling time Agua residual Tratamiento del agua Waste water Water treatment
dc.subject.proposal.none.fl_str_mv	SBR
dc.subject.proposal.spa.fl_str_mv	Lodo granular aerobio Lodo activo Tiempo de sedimentación
dc.subject.proposal.eng.fl_str_mv	Secuential Batch Reactor (SBR) Aerobic granular sludge Active sludge Settling time
dc.subject.unesco.spa.fl_str_mv	Agua residual Tratamiento del agua
dc.subject.unesco.eng.fl_str_mv	Waste water Water treatment
description	ilustraciones, graficas
publishDate	2022
dc.date.accessioned.none.fl_str_mv	2022-06-03T18:42:04Z
dc.date.available.none.fl_str_mv	2022-06-03T18:42:04Z
dc.date.issued.none.fl_str_mv	2022
dc.type.spa.fl_str_mv	Trabajo de grado - Maestría
dc.type.driver.spa.fl_str_mv	info:eu-repo/semantics/masterThesis
dc.type.version.spa.fl_str_mv	info:eu-repo/semantics/acceptedVersion
dc.type.content.spa.fl_str_mv	Text
dc.type.redcol.spa.fl_str_mv	http://purl.org/redcol/resource_type/TM
status_str	acceptedVersion
dc.identifier.uri.none.fl_str_mv	https://repositorio.unal.edu.co/handle/unal/81504
dc.identifier.instname.spa.fl_str_mv	Universidad Nacional de Colombia
dc.identifier.reponame.spa.fl_str_mv	Repositorio Institucional Universidad Nacional de Colombia
dc.identifier.repourl.spa.fl_str_mv	https://repositorio.unal.edu.co/
url	https://repositorio.unal.edu.co/handle/unal/81504 https://repositorio.unal.edu.co/
identifier_str_mv	Universidad Nacional de Colombia Repositorio Institucional Universidad Nacional de Colombia
dc.language.iso.spa.fl_str_mv	spa
language	spa
dc.relation.references.spa.fl_str_mv	Adav, Sunil S., Duu Jong Lee, Kuan Yeow Show, and Joo Hwa Tay. 2008. “Aerobic Granular Sludge: Recent Advances.” Biotechnology Advances 26(5): 411–23. Antioquia, Gobernación de. 2017. “No Title.” Secreteria Seccional de Salud y Proteción Social. http://diagnosticosalud.dssa.gov.co/0-capitulo-1-salud-y-ambiente/pagina-6-capitulo-1-salud-y-ambiente/ (November 8, 2019). APHA, AMERICAN PUBLIC HEALTH ASSOCIATION. 2017. Standard Methods for the Examination of Water and Wastewater. 23 ed. Washington: APHA. https://catalogo.latu.org.uy/opac_css/index.php?lvl=notice_display&id=31546 (January 23, 2022). Awang, Nik Azimatolakma, and Md Ghazaly Shaaban. 2016. “Effect of Reactor Height/Diameter Ratio and Organic Loading Rate on Formation of Aerobic Granular Sludge in Sewage Treatment.” International Biodeterioration and Biodegradation 112: 1–11. http://dx.doi.org/10.1016/j.ibiod.2016.04.028. Bassin, João Paulo. 2017. “Aerobic Granular Sludge Technology.” In Advanced Biological Processes for Wastewater Treatment: Emerging, Consolidated Technologies and Introduction to Molecular Techniques, Springer International Publishing, 78–142. Beun, J. J. et al. 1999. “Aerobic Granulation in a Sequencing Batch Reactor.” Water Research 33(10): 2283–90. de Bruin, L. M.M. et al. 2004. “Aerobic Granular Sludge Technology: An Alternative to Activated Sludge?” Water Science and Technology 49(11–12): 1–7. Cardona Farias, Ana María, and Angie Liseth Parada Parra. 2018. Universidad Distrital Franciso Jose de Caldas “Diagnóstico Base Para El Análisis Histórico Ambiental En El Municipio de Cajicá - Cundinamarca.” Universidad Distrital Francisco José de Caldas. https://repository.udistrital.edu.co/bitstream/handle/11349/14004/AguilarRiveraSergioAndres&DiazAriasJulianAndres2018.pdf?sequence=1%0Ahttp://repository.udistrital.edu.co/bitstream/11349/13996/1/MartinezFonsecaYennyAlexandra2018.pdf. Chan, Yi Jing, Mei Fong Chong, Chung Lim Law, and D. G. Hassell. 2009. “A Review on Anaerobic-Aerobic Treatment of Industrial and Municipal Wastewater.” Chemical Engineering Journal 155(1–2): 1–18. del Coso, Víctor. 2004. “Disseny de Tractaments SBR d’aigües Residuals.” Escola Universitária D’Enginyeria Técnica Industrial de Barcelona. Dangcong, Peng, Nicolas Bernet, Jean Philippe Delgenes, and Rene Moletta. 1999. “Aerobic Granular Sludge - A Case Report.” Water Research 33(3): 890–93. Dohare, D, and Nupur Kesharwani. 2014. “A Review on Wastewater Treatment Using Sequential Batchreactor.” International Journal of Scientific Engineering and Technology 1138(9): 2277–1581. Franca, Rita D.G., Helena M. Pinheiro, Mark C.M. van Loosdrecht, and Nídia D. Lourenço. 2018. “Stability of Aerobic Granules during Long-Term Bioreactor Operation.” Biotechnology Advances 36(1): 228–46. https://doi.org/10.1016/j.biotechadv.2017.11.005. Giesen, Andreas et al. 2016. “Aerobic Granular Biomass Technology: Recent Performance Data, Lessons Learnt and Retrofitting Conventional Treatment Infrastructure.” WEFTEC 2016 - 89th Water Environment Federation Annual Technical Exhibition and Conference 3: 1913–23. Guest, R. K., and D. W. Smith. 2002. “A Potential New Role for Fungi in a Wastewater MBR Biological Nitrogen Reduction System.” Journal of Environmental Engineering and Science 1(6): 433–37. Han, Keehyun, and Octave Levenspiel. 1988. “Extended Monod Kinetics for Substrate, Product, and Cell Inhibition.” Biotechnology and Bioengineering 32(4): 430–47. https://onlinelibrary.wiley.com/doi/10.1002/bit.260320404. Kaewsuk, Jutamas, Worachat Thorasampan, Monthon Thanuttamavong, and Gyu Tae Seo. 2010. “Kinetic Development and Evaluation of Membrane Sequencing Batch Reactor (MSBR) with Mixed Cultures Photosynthetic Bacteria for Dairy Wastewater Treatment.” Journal of Environmental Management 91(5): 1161–68. Keller, R G, Paul C Burrell, and Linda L Blackall. 1998. “Microbiology of a Nitrite-Oxidizing Bioreactor.” 64(5): 1878–83. Ketchum, Lloyd H. 1997. “Design and Physical Features of Sequencing Batch Reactors.” Water Science and Technology 35(1): 11–18. http://dx.doi.org/10.1016/S0273-1223(96)00873-6. Kim, Hyungu, Jitae Kim, and Daehee Ahn. 2020. “Effects of Carbon to Nitrogen Ratio on the Performance and Stability of Aerobic Granular Sludge.” Environmental Engineering Research 26(1): 1–8. Lili, Liu et al. 2005. “Investigation on the Formation and Kinetics of Glucose-Fed Aerobic Granular Sludge.” Enzyme and Microbial Technology 36(4): 487–91. Linlin, Hu, Wang Jianlong, Wen Xianghua, and Qian Yi. 2005. “The Formation and Characteristics of Aerobic Granules in Sequencing Batch Reactor (SBR) by Seeding Anaerobic Granules.” Process Biochemistry 40(1): 5–11. Liu, Q. S., J. H. Tay, and Y. Liu. 2003. “Substrate Concentration-Independent Aerobic Granulation in Sequential Aerobic Sludge Blanket Reactor.” Environmental Technology (United Kingdom) 24(10): 1235–42. Liu, Yong Qiang, and Joo Hwa Tay. 2006. “Variable Aeration in Sequencing Batch Reactor with Aerobic Granular Sludge.” Journal of Biotechnology 124(2): 338–46. Liu, Yu et al. 2005. “Selection Pressure-Driven Aerobic Granulation in a Sequencing Batch Reactor.” Applied Microbiology and Biotechnology 67(1): 26–32. Liu, Yu, and Qi-shan Liu. 2006. “Causes and Control of Filamentous Growth in Aerobic Granular Sludge Sequencing Batch Reactors.” 24: 115–27. Liu, Yu, and Joo Hwa Tay. 2004. “State of the Art of Biogranulation Technology for Wastewater Treatment.” Biotechnology Advances 22(7): 533–63. Lv, Yi et al. 2014. “Microbial Communities of Aerobic Granules: Granulation Mechanisms.” Bioresource Technology 169: 344–51. M C M van, Loosdrecht et al. 1995. “Biofilm Structures.” Water Science and Technology 32(8): 35–43. http://ezproxy.unal.edu.co/scholarly-journals/biofilm-structures/docview/1943326097/se-2?accountid=137090. Mace, S., and J. Mata-Alvarez. 2002. “Utilization of SBR Technology for Wastewater Treatment: An Overview.” Industrial and Engineering Chemistry Research 41(23): 5539–53. Martínez, M. David Antonio, and B. Oscar González. 2010. “Influencia Del Tiempo de Aireación En La Formación de Gránulos Aerobios En Un Reactor Secuencial Por Lotes.” UNIVERSIDAD NACIONAL AUTONÓMA DE MÉXICO. http://python-compiler-unam2011-2.googlecode.com/svn-history/r4/trunk/proyecto1/Readme.pdf. Metcalf & Eddy, George Tchobanoglous, Franklin L. Burton, and H. David Stensel. 2003. XVIII Wastewater Engineering: Treatment and Reuse. Cuarta. McGraw-Hill series in civil and environmental engineering). Metcalf, and Eddy. 1995. Tratamiento, Vertido Y Reutilización , Volumen I Ingenieria De Las Aguas Residuales. 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dc.rights.accessrights.spa.fl_str_mv	info:eu-repo/semantics/openAccess
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dc.format.extent.spa.fl_str_mv	105 páginas
dc.format.mimetype.spa.fl_str_mv	application/pdf
dc.publisher.spa.fl_str_mv	Universidad Nacional de Colombia
dc.publisher.program.spa.fl_str_mv	Bogotá - Ingeniería - Maestría en Ingeniería - Ingeniería Ambiental
dc.publisher.department.spa.fl_str_mv	Departamento de Ingeniería Química y Ambiental
dc.publisher.faculty.spa.fl_str_mv	Facultad de Ingeniería
dc.publisher.place.spa.fl_str_mv	Bogotá, Colombia
dc.publisher.branch.spa.fl_str_mv	Universidad Nacional de Colombia - Sede Bogotá
institution	Universidad Nacional de Colombia
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spelling	Atribución-NoComercial 4.0 Internacionalhttp://creativecommons.org/licenses/by-nc/4.0/info:eu-repo/semantics/openAccesshttp://purl.org/coar/access_right/c_abf2Bustos-López, Martha Cristinac39767de233a526f0017a4f7bfe00fbc600Algecira Enciso, Néstor Ariel7e5c64906bba9ec89eddc4ec2f5f2e95Duarte Castro, Viviana Astrid9ec5ed1624d57341d60ef2896f40f02fResiliencia y Saneamiento Resa2022-06-03T18:42:04Z2022-06-03T18:42:04Z2022https://repositorio.unal.edu.co/handle/unal/81504Universidad Nacional de ColombiaRepositorio Institucional Universidad Nacional de Colombiahttps://repositorio.unal.edu.co/ilustraciones, graficasEl presente trabajo tiene como meta principal evaluar la formación de un lodo granular aerobio a partir de un lodo activo en un Reactor Discontinuo Secuencial (SBR), propone un procedimiento que describe la experimentación para la formación de gránulos aerobios y determina la remoción de materia orgánica por medio de la DQOs del afluente y el efluente. La experimentación se desarrolló en tres fases. En la primera, se hizo el montaje del reactor con un volumen de trabajo de 5 litros, un Radio de Intercambio Volumétrico-RIV de 60% y la automatización del sistema, se inoculó con lodo activo y agua residual sintética de 600 mg/l de DQO y la puesta en marcha del proceso, inició con un tiempo de operación de ciclo de 12 horas. En la segunda fase se llevó a cabo el acondicionamiento del sistema, operando a una COV promedio de 1,4 kg DQO/m3∙d, un tiempo de ciclo de 6 horas y se disminuyó el tiempo de sedimentación de 30 minutos hasta 5 minutos, alcanzando (Vs)min de 7,2 m/h generando mayor estrés cortante como factor relevante para la granulación. En la última fase se controlaron las variables operacionales manteniendo la concentración de SST del licor de mezcla en 2100 mg/l, hasta lograr la formación de gránulos aerobios con IVL30 de 47 ml/gSST y IVL5 71ml/gSST y tamaños de 0,3mm, en esta etapa de granulación se obtuvieron eficiencias en remoción de DQOs promedio de 94%. (Texto tomado de la fuente)The present work has a main goal, to evaluate the formation of an aerobic granular sludge from an active sludge in a Sequential Batch Reactor (SBR). A procedure proposed describes the experimentation for the formation of aerobic granules and determines a removal of organic matter by means of the CODs of the influent and the effluent. The experimentation took place in three phases, in the first one the assembly of the reactor was made with a working volume of 5 liters, a RIV of 60% and the automation of the system, it was inoculated with activated sludge and synthetic residual water of 600 mg/ l of COD; the adequacy of the process started with a cycle operation time of 12 hours.; In the second phase, the conditioning of the process was carried out, operating at an average OLR of 1.4 kg COD/m3∙d, a cycle time of 6 hours and the sedimentation time was reduced from 30 minutes to operating at 5 minutes. reaching (Vs)min of 7.2 m/h, generating greater shear stress as a relevant factor for granulation, in the last phase the operational variables were controlled, maintaining the concentration of TSS in the mixed liquor at 2100 mg/l, until achieving the formation of aerobic granules with IVL30 of 47 ml/gTSS and IVL5 71ml/gTSS and sizes of 0.3mm, in this granulation stage average COD removal efficiencies of 94% were obtained.MaestríaMagíster en Ingeniería - Ingeniería AmbientalSaneamiento Ambiental y Calidad del Agua105 páginasapplication/pdfspaUniversidad Nacional de ColombiaBogotá - Ingeniería - Maestría en Ingeniería - Ingeniería AmbientalDepartamento de Ingeniería Química y AmbientalFacultad de IngenieríaBogotá, ColombiaUniversidad Nacional de Colombia - Sede Bogotá620 - Ingeniería y operaciones afines::628 - Ingeniería sanitariaSBRLodo granular aerobioLodo activoTiempo de sedimentaciónSecuential Batch Reactor (SBR)Aerobic granular sludgeActive sludgeSettling timeAgua residualTratamiento del aguaWaste waterWater treatmentDesarrollo de un lodo granular aerobio para el tratamiento de aguas en un reactor discontinuo secuencial (SBR)Development of an aerobic granular sludge for water treatment in a sequential batch reactor (SBR)Trabajo de grado - Maestríainfo:eu-repo/semantics/masterThesisinfo:eu-repo/semantics/acceptedVersionTexthttp://purl.org/redcol/resource_type/TMAdav, Sunil S., Duu Jong Lee, Kuan Yeow Show, and Joo Hwa Tay. 2008. “Aerobic Granular Sludge: Recent Advances.” Biotechnology Advances 26(5): 411–23.Antioquia, Gobernación de. 2017. “No Title.” Secreteria Seccional de Salud y Proteción Social. http://diagnosticosalud.dssa.gov.co/0-capitulo-1-salud-y-ambiente/pagina-6-capitulo-1-salud-y-ambiente/ (November 8, 2019).APHA, AMERICAN PUBLIC HEALTH ASSOCIATION. 2017. 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