Performance of an upflow anaerobic sludge blanket reactor for hospitals’ wastewaters treatment in Colombia: a preliminary study
Introduction— The hospitals’ wastewater is considered harmful to the environment and public health, which demands the utilization of proper treatment systems to manage the pollutants in them. Objectives— This study evaluated the performance of an anaerobic reactor Upflow Sludge Blanket (UASB) to tre...
- Autores:
-
Rodríguez, Tatiana
Rueda-Bayona, Juan Gabriel
- Tipo de recurso:
- Article of journal
- Fecha de publicación:
- 2021
- Institución:
- Corporación Universidad de la Costa
- Repositorio:
- REDICUC - Repositorio CUC
- Idioma:
- eng
- OAI Identifier:
- oai:repositorio.cuc.edu.co:11323/10287
- Acceso en línea:
- https://hdl.handle.net/11323/10287
https://repositorio.cuc.edu.co/
- Palabra clave:
- Anaerobic digestion
Recalcitrant compounds
Digestión anaerobia
Compuestos recalcitrantes
Tratamiento de agua
UASB
Water treatment
- Rights
- openAccess
- License
- Atribución-NoComercial-SinDerivadas 4.0 Internacional (CC BY-NC-ND 4.0)
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Performance of an upflow anaerobic sludge blanket reactor for hospitals’ wastewaters treatment in Colombia: a preliminary study |
| dc.title.translated.none.fl_str_mv |
Desempeño de un reactor anaerobio de manto de lodos y flujo ascendente para tratamiento de aguas residuales hospitalarias en Colombia: estudio preliminar |
| title |
Performance of an upflow anaerobic sludge blanket reactor for hospitals’ wastewaters treatment in Colombia: a preliminary study |
| spellingShingle |
Performance of an upflow anaerobic sludge blanket reactor for hospitals’ wastewaters treatment in Colombia: a preliminary study Anaerobic digestion Recalcitrant compounds Digestión anaerobia Compuestos recalcitrantes Tratamiento de agua UASB Water treatment |
| title_short |
Performance of an upflow anaerobic sludge blanket reactor for hospitals’ wastewaters treatment in Colombia: a preliminary study |
| title_full |
Performance of an upflow anaerobic sludge blanket reactor for hospitals’ wastewaters treatment in Colombia: a preliminary study |
| title_fullStr |
Performance of an upflow anaerobic sludge blanket reactor for hospitals’ wastewaters treatment in Colombia: a preliminary study |
| title_full_unstemmed |
Performance of an upflow anaerobic sludge blanket reactor for hospitals’ wastewaters treatment in Colombia: a preliminary study |
| title_sort |
Performance of an upflow anaerobic sludge blanket reactor for hospitals’ wastewaters treatment in Colombia: a preliminary study |
| dc.creator.fl_str_mv |
Rodríguez, Tatiana Rueda-Bayona, Juan Gabriel |
| dc.contributor.author.none.fl_str_mv |
Rodríguez, Tatiana Rueda-Bayona, Juan Gabriel |
| dc.subject.proposal.spa.fl_str_mv |
Anaerobic digestion Recalcitrant compounds Digestión anaerobia Compuestos recalcitrantes Tratamiento de agua |
| topic |
Anaerobic digestion Recalcitrant compounds Digestión anaerobia Compuestos recalcitrantes Tratamiento de agua UASB Water treatment |
| dc.subject.proposal.eng.fl_str_mv |
UASB Water treatment |
| description |
Introduction— The hospitals’ wastewater is considered harmful to the environment and public health, which demands the utilization of proper treatment systems to manage the pollutants in them. Objectives— This study evaluated the performance of an anaerobic reactor Upflow Sludge Blanket (UASB) to treat real Hospitals’ Wastewater (HWW). Methodology— The reactor operated for 145 days with variations of the amount of Organic Load Rate (OLR). Results— The results showed that for mean organic load rate (OLR) of 0.950 Kg COD/m3 ∙ d the removal efficiency of organic matter was 59% ± 14%, however, the process was unstable and showed low methane gas production. Conclusions— As a result, this research found that UASB standard systems are not reliable and proper treatment technologies y for treating organic pollutants of hospitals’ wastewater. |
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2021 |
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2021 |
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2023-06-27T22:06:30Z |
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2023-06-27T22:06:30Z |
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T. Rodríguez Chaparro & J. Rueda Bayona, “Performance of an Upflow anaerobic sludge blanket reactor for hospitals’ wastewaters treatment in Colombia: A preliminary study”, INGECUC, vol. 17 no. 1, pp. 41–48. DOI: http://doi.org/10.17981/ ingecuc.17.1.2021.04 |
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2382-4700 |
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REDICUC - Repositorio CUC |
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T. Rodríguez Chaparro & J. Rueda Bayona, “Performance of an Upflow anaerobic sludge blanket reactor for hospitals’ wastewaters treatment in Colombia: A preliminary study”, INGECUC, vol. 17 no. 1, pp. 41–48. DOI: http://doi.org/10.17981/ ingecuc.17.1.2021.04 0122-6517 10.17981/ ingecuc.17.1.2021.04 2382-4700 Corporación Universidad de la Costa REDICUC - Repositorio CUC |
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INGE CUC |
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[1] P. Verlicchi, A. Galletti, M. Petrovic & D. Barceló, “Hospital effluents as a source of emerging pollutants: An overview of micropollutants and sustainable treatment options,” J Hydrol, vol. 389, no. 3–4, pp. 416–428, Aug. 2010. https://doi.org/10.1016/j.jhydrol.2010.06.005 [2] P. Verlicchi, M. Al Aukidy & E. Zambello, “What have we learned from worldwide experiences on the management and treatment of hospital effluent? - An overview and a discussion on perspectives,” Sci Total Environ, vol. 514, pp. 467–491, May. 2015. https://doi.org/10.1016/j.scitotenv.2015.02.020 [3] J. B. Palter, I. Marinov, J. L. Sarmiento & N. Gruber, “Large-Scale, Persistent Nutrient Fronts of the World,” The Handbook of Environmental Chemistry. HDB: Springer, pp. 1–38, 2006. https://doi. org/10.1007/698_2013_241 [4] P. Verlicchi, M. Al Aukidy, A. Galletti, M. Petrovic & D. Barceló, “Hospital effluent: Investigation of the concentrations and distribution of pharmaceuticals and environmental risk assessment,” Sci Total Environ, vol. 430, pp. 109–118, Jul. 2012. https://doi.org/10.1016/j.scitotenv.2012.04.055 [5] N. A.Khan, S. U. Khan, S. Ahmed, I. H. Farooqi, M. Yousefi, A. A. Mohammadi & F. Changani, “Recent trends in disposal and treatment technologies of emerging-pollutants- A critical review,” TrAC - Trends Anal Chem, vol. 122, 2020. https://doi.org/10.1016/j.trac.2019.115744 [6] P. Gupta, N. Mathur, P. Bhatnagar, P. Nagar & S. Srivastava, “Genotoxicity evaluation of hospital wastewaters,” Ecotoxicol Environ Saf, vol. 72, no. 7, pp. 1925–1932, Oct. 2009. https://doi.org/10.1016/j. ecoenv.2009.05.012 [7] X.W. Wang, J. Li, T. Guo, B. Zhen, Q. Kong, B. Yi, Z. Li, N. Song, M. Jin, W. Xiao, X. zhu, C. Gu, J. Yin, W. Wei, W. Yao, C. Liu, J. Li, G. Ou, M. Wang, T. Fang, G. Wang, Y. Qiu, H. Wu, F. Chao & J. Li, “Concentration and detection of SARS coronavirus in sewage from Xiao Tang Shan hospital and the 309th Hospital of the Chinese People’s Liberation Army,” Water Sci Technol, vol. 52, no. 8, pp. 213–221, 2005. https://doi.org/10.2166/wst.2005.0266 [8] International Water Association -IWA, “Water utility managers, water professionals,” in COVID-19: A Water Professional’s Perspective. LDN, UK: IWA, 2020. [9] S. Aydin, B. Ince & O. Ince, “Inhibitory effect of erythromycin, tetracycline and sulfamethoxazole antibiotics on anaerobic treatment of a pharmaceutical wastewater,” Water Sci Technol, vol. 71, no. 11, pp. 1620–1628, 2015. https://doi.org/10.2166/wst.2015.126 [10] X. Shi, K. Y. Leong & H. Y. Ng, “Anaerobic treatment of pharmaceutical wastewater: A critical review,” Bioresour Technol, vol. 245, no. Part A, pp. 1238–1244, Dec. 2017. https://doi.org/10.1016/j. biortech.2017.08.150 [11] S. Chelliapan & P. J. Sallis, “Removal of organic compound from pharmaceutical wastewater using advanced oxidation processes,,” J Sci Ind Res (India), vol. 72, no. 4, pp. 248–254, Apr. 2013. Available: http://hdl.handle.net/123456789/16874 [12] C. E. M. Ortiz & T. R. Chaparro, “Combination of advanced oxidation process and anaerobic process for hospital wastewater treatment,” Afinidad, vol. 71, no. 565, pp. 63–67, 2014. Disponible en https:// raco.cat/index.php/afinidad/index [13] E. de Sousa & J.T and Foresti, “Domestic sewage treatment in an upflow anaerobic sludge blanket - sequencing batch reactor system,” Water Sci Technol, vol. 33, no. 3, pp. 73–84, 1996. https://doi. org/10.1016/0273-1223(96)00323-X [14] APHA (American Public Health Association), Standard Methods for examination of water and wastewater, 22 ed, Wa, USA.: APHA, 2012. [15] L. E. Ripley, W. C. Boyle & J. C. Converse, “Improved alkalimetric monitoring for anaerobic digestion of high-strebgth wastes,” J Water Pollut Control Fed, vol. 58, no. 5, pp. 406–411, 1986. Available: https://www.jstor.org/stable/25042933 [16] C. Chernicharo, Anaerobic Reactors. LDN, UK: IWA Publishing, 2007. [17] P. Verlicchi, M. A. Aukidy, A. Galletti, M. Petrovic & D. Barceló, “Hospital effluent: Investigation of the concentrations and distribution of pharmaceuticals and environmental risk assessment,” Sci Total Environ, vol. 430, pp. 109–118, Jul. 15, 2012. https://doi.org/10.1016/J.SCITOTENV.2012.04.055 [18] J. S. González, A. Rivera, R. Borja & E. Sánchez, “Influence of organic volumetric loading rate, nutrient balance and alkalinity: COD ratio on the anaerobic sludge granulation of an UASB reactor treating sugar cane molasses,” Int Biodeterior Biodegradation, vol. 41, no. 2, pp. 127–131, 1998. https:// doi.org/10.1016/S0964-8305(98)00003-1 [19] A. P. Buzzine & E. C. Pires, “Cellulose pulp mill effluent treatment in an upflow anaerobic sludge blanket reactor,” Process Biochem, vol. 38, no. 5, pp. 707–713, Dic. 2002. https://doi.org/10.1016/ S0032-9592(02)00190-5 [20] A. Rezaee, M. Ansari, A. Khavanin, A. Sabzali & M. M. Aryan, “Hospital Wastewater Treatment Using an Integrated Anaerobic Aerobic Fixed Film Bioreactor,” Am J Environ Sci, vol. 1, no. 4,pp. 259–263, Dec. 2005. https://doi.org/10.3844/ajessp.2005.259.263 [21] E. Foresti, M. Zaiat & M. Vallero, “Anaerobic processes as the core technology for sustainable domestic wastewater treatment: Consolidated applications, new trends, perspectives, and challenges,” Rev Environ Sci Biotechnol, vol. 5, no. 1, pp. 3–19, Feb. 2006. https://doi.org/10.1007/s11157-005-4630-9 |
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Atribución-NoComercial-SinDerivadas 4.0 Internacional (CC BY-NC-ND 4.0)Derechos de autor 2020 INGE CUChttps://creativecommons.org/licenses/by-nc-nd/4.0/info:eu-repo/semantics/openAccesshttp://purl.org/coar/access_right/c_abf2Rodríguez, TatianaRueda-Bayona, Juan Gabriel2023-06-27T22:06:30Z2023-06-27T22:06:30Z2021T. Rodríguez Chaparro & J. Rueda Bayona, “Performance of an Upflow anaerobic sludge blanket reactor for hospitals’ wastewaters treatment in Colombia: A preliminary study”, INGECUC, vol. 17 no. 1, pp. 41–48. DOI: http://doi.org/10.17981/ ingecuc.17.1.2021.040122-6517https://hdl.handle.net/11323/1028710.17981/ ingecuc.17.1.2021.042382-4700Corporación Universidad de la CostaREDICUC - Repositorio CUChttps://repositorio.cuc.edu.co/Introduction— The hospitals’ wastewater is considered harmful to the environment and public health, which demands the utilization of proper treatment systems to manage the pollutants in them. Objectives— This study evaluated the performance of an anaerobic reactor Upflow Sludge Blanket (UASB) to treat real Hospitals’ Wastewater (HWW). Methodology— The reactor operated for 145 days with variations of the amount of Organic Load Rate (OLR). Results— The results showed that for mean organic load rate (OLR) of 0.950 Kg COD/m3 ∙ d the removal efficiency of organic matter was 59% ± 14%, however, the process was unstable and showed low methane gas production. Conclusions— As a result, this research found that UASB standard systems are not reliable and proper treatment technologies y for treating organic pollutants of hospitals’ wastewater.Introducción— Las aguas residuales hospitalarias son consideradas peligrosas y dañinas para el medio ambiente y la salud pública, lo que exige la utilización de sistemas de tratamiento adecuados para controlar los contaminantes en ellas. Objetivos— Este estudio evaluó el desempeño de un reactor anaerobio de Manto de Lodos y Flujo Ascendente (UASB) para tratar Aguas Residuales Hospitalarias reales (HMC). Metodología— El reactor operó durante 145 días variando los valores de la Carga Orgánica Volumétrica (COV). Resultados— Los resultados mostraron que para valores medios de carga de 0.950 Kg DQO/m3 ∙ d la eficiencia de remoción de materia orgánica fue 59% ± 14%, sin embargo, el proceso fue inestable y mostró una baja producción de gas metano. Conclusiones— Como resultado, esta investigación encontró que el reactor convencional tipo UASB no es una tecnología de tratamiento confiable y adecuada para el tratamiento de materia orgánica presente en las aguas residuales de los hospitales.8 páginasapplication/pdfengCorporación Universidad de la CostaColombiahttps://revistascientificas.cuc.edu.co/ingecuc/article/view/2926Performance of an upflow anaerobic sludge blanket reactor for hospitals’ wastewaters treatment in Colombia: a preliminary studyDesempeño de un reactor anaerobio de manto de lodos y flujo ascendente para tratamiento de aguas residuales hospitalarias en Colombia: estudio preliminarArtículo de revistahttp://purl.org/coar/resource_type/c_6501http://purl.org/coar/resource_type/c_2df8fbb1Textinfo:eu-repo/semantics/articlehttp://purl.org/redcol/resource_type/ARTinfo:eu-repo/semantics/publishedVersionhttp://purl.org/coar/version/c_970fb48d4fbd8a85ColombiaINGE CUC[1] P. Verlicchi, A. Galletti, M. Petrovic & D. Barceló, “Hospital effluents as a source of emerging pollutants: An overview of micropollutants and sustainable treatment options,” J Hydrol, vol. 389, no. 3–4, pp. 416–428, Aug. 2010. https://doi.org/10.1016/j.jhydrol.2010.06.005[2] P. Verlicchi, M. Al Aukidy & E. Zambello, “What have we learned from worldwide experiences on the management and treatment of hospital effluent? - An overview and a discussion on perspectives,” Sci Total Environ, vol. 514, pp. 467–491, May. 2015. https://doi.org/10.1016/j.scitotenv.2015.02.020[3] J. B. Palter, I. Marinov, J. L. Sarmiento & N. Gruber, “Large-Scale, Persistent Nutrient Fronts of the World,” The Handbook of Environmental Chemistry. HDB: Springer, pp. 1–38, 2006. https://doi. org/10.1007/698_2013_241[4] P. Verlicchi, M. Al Aukidy, A. Galletti, M. Petrovic & D. Barceló, “Hospital effluent: Investigation of the concentrations and distribution of pharmaceuticals and environmental risk assessment,” Sci Total Environ, vol. 430, pp. 109–118, Jul. 2012. https://doi.org/10.1016/j.scitotenv.2012.04.055[5] N. A.Khan, S. U. Khan, S. Ahmed, I. H. Farooqi, M. Yousefi, A. A. Mohammadi & F. Changani, “Recent trends in disposal and treatment technologies of emerging-pollutants- A critical review,” TrAC - Trends Anal Chem, vol. 122, 2020. https://doi.org/10.1016/j.trac.2019.115744[6] P. Gupta, N. Mathur, P. Bhatnagar, P. Nagar & S. Srivastava, “Genotoxicity evaluation of hospital wastewaters,” Ecotoxicol Environ Saf, vol. 72, no. 7, pp. 1925–1932, Oct. 2009. https://doi.org/10.1016/j. ecoenv.2009.05.012[7] X.W. Wang, J. Li, T. Guo, B. Zhen, Q. Kong, B. Yi, Z. Li, N. Song, M. Jin, W. Xiao, X. zhu, C. Gu, J. Yin, W. Wei, W. Yao, C. Liu, J. Li, G. Ou, M. Wang, T. Fang, G. Wang, Y. Qiu, H. Wu, F. Chao & J. Li, “Concentration and detection of SARS coronavirus in sewage from Xiao Tang Shan hospital and the 309th Hospital of the Chinese People’s Liberation Army,” Water Sci Technol, vol. 52, no. 8, pp. 213–221, 2005. https://doi.org/10.2166/wst.2005.0266[8] International Water Association -IWA, “Water utility managers, water professionals,” in COVID-19: A Water Professional’s Perspective. LDN, UK: IWA, 2020.[9] S. Aydin, B. Ince & O. Ince, “Inhibitory effect of erythromycin, tetracycline and sulfamethoxazole antibiotics on anaerobic treatment of a pharmaceutical wastewater,” Water Sci Technol, vol. 71, no. 11, pp. 1620–1628, 2015. https://doi.org/10.2166/wst.2015.126[10] X. Shi, K. Y. Leong & H. Y. Ng, “Anaerobic treatment of pharmaceutical wastewater: A critical review,” Bioresour Technol, vol. 245, no. Part A, pp. 1238–1244, Dec. 2017. https://doi.org/10.1016/j. biortech.2017.08.150[11] S. Chelliapan & P. J. Sallis, “Removal of organic compound from pharmaceutical wastewater using advanced oxidation processes,,” J Sci Ind Res (India), vol. 72, no. 4, pp. 248–254, Apr. 2013. Available: http://hdl.handle.net/123456789/16874[12] C. E. M. Ortiz & T. R. Chaparro, “Combination of advanced oxidation process and anaerobic process for hospital wastewater treatment,” Afinidad, vol. 71, no. 565, pp. 63–67, 2014. Disponible en https:// raco.cat/index.php/afinidad/index[13] E. de Sousa & J.T and Foresti, “Domestic sewage treatment in an upflow anaerobic sludge blanket - sequencing batch reactor system,” Water Sci Technol, vol. 33, no. 3, pp. 73–84, 1996. https://doi. org/10.1016/0273-1223(96)00323-X[14] APHA (American Public Health Association), Standard Methods for examination of water and wastewater, 22 ed, Wa, USA.: APHA, 2012.[15] L. E. Ripley, W. C. Boyle & J. C. Converse, “Improved alkalimetric monitoring for anaerobic digestion of high-strebgth wastes,” J Water Pollut Control Fed, vol. 58, no. 5, pp. 406–411, 1986. Available: https://www.jstor.org/stable/25042933[16] C. Chernicharo, Anaerobic Reactors. LDN, UK: IWA Publishing, 2007.[17] P. Verlicchi, M. A. Aukidy, A. Galletti, M. Petrovic & D. Barceló, “Hospital effluent: Investigation of the concentrations and distribution of pharmaceuticals and environmental risk assessment,” Sci Total Environ, vol. 430, pp. 109–118, Jul. 15, 2012. https://doi.org/10.1016/J.SCITOTENV.2012.04.055[18] J. S. González, A. Rivera, R. Borja & E. Sánchez, “Influence of organic volumetric loading rate, nutrient balance and alkalinity: COD ratio on the anaerobic sludge granulation of an UASB reactor treating sugar cane molasses,” Int Biodeterior Biodegradation, vol. 41, no. 2, pp. 127–131, 1998. https:// doi.org/10.1016/S0964-8305(98)00003-1[19] A. P. Buzzine & E. C. Pires, “Cellulose pulp mill effluent treatment in an upflow anaerobic sludge blanket reactor,” Process Biochem, vol. 38, no. 5, pp. 707–713, Dic. 2002. https://doi.org/10.1016/ S0032-9592(02)00190-5[20] A. Rezaee, M. Ansari, A. Khavanin, A. Sabzali & M. M. Aryan, “Hospital Wastewater Treatment Using an Integrated Anaerobic Aerobic Fixed Film Bioreactor,” Am J Environ Sci, vol. 1, no. 4,pp. 259–263, Dec. 2005. https://doi.org/10.3844/ajessp.2005.259.263[21] E. Foresti, M. Zaiat & M. Vallero, “Anaerobic processes as the core technology for sustainable domestic wastewater treatment: Consolidated applications, new trends, perspectives, and challenges,” Rev Environ Sci Biotechnol, vol. 5, no. 1, pp. 3–19, Feb. 2006. https://doi.org/10.1007/s11157-005-4630-94841117Anaerobic digestionRecalcitrant compoundsDigestión anaerobiaCompuestos recalcitrantesTratamiento de aguaUASBWater treatmentPublicationORIGINALPerformance of an Upflow anaerobic sludge blanket reactor for hospitals’ wastewaters treatment in Colombia.pdfPerformance of an Upflow anaerobic sludge blanket reactor for hospitals’ wastewaters treatment in Colombia.pdfArtículoapplication/pdf576155https://repositorio.cuc.edu.co/bitstreams/a118029e-c370-4788-9af4-32b81c87048c/download1126934c8b0201ddba2da2de09626d60MD51LICENSElicense.txtlicense.txttext/plain; charset=utf-814828https://repositorio.cuc.edu.co/bitstreams/22c152cc-52d4-4e4e-910b-7399c943e5ae/download2f9959eaf5b71fae44bbf9ec84150c7aMD52TEXTPerformance of an 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ada en las Obras Colectivas.

b.	Distribuir copias o fonogramas de las Obras, exhibirlas públicamente, ejecutarlas públicamente y/o ponerlas a disposición pública, incluyéndolas como incorporadas en Obras Colectivas, según corresponda.

c.	Distribuir copias de las Obras Derivadas que se generen, exhibirlas públicamente, ejecutarlas públicamente y/o ponerlas a disposición pública.
Los derechos mencionados anteriormente pueden ser ejercidos en todos los medios y formatos, actualmente conocidos o que se inventen en el futuro. Los derechos antes mencionados incluyen el derecho a realizar dichas modificaciones en la medida que sean técnicamente necesarias para ejercer los derechos en otro medio o formatos, pero de otra manera usted no está autorizado para realizar obras derivadas. Todos los derechos no otorgados expresamente por el Licenciante quedan por este medio reservados, incluyendo pero sin limitarse a aquellos que se mencionan en las secciones 4(d) y 4(e).

4. Restricciones.
La licencia otorgada en la anterior Sección 3 está expresamente sujeta y limitada por las siguientes restricciones:

a.	Usted puede distribuir, exhibir públicamente, ejecutar públicamente, o poner a disposición pública la Obra sólo bajo las condiciones de esta Licencia, y Usted debe incluir una copia de esta licencia o del Identificador Universal de Recursos de la misma con cada copia de la Obra que distribuya, exhiba públicamente, ejecute públicamente o ponga a disposición pública. No es posible ofrecer o imponer ninguna condición sobre la Obra que altere o limite las condiciones de esta Licencia o el ejercicio de los derechos de los destinatarios otorgados en este documento. No es posible sublicenciar la Obra. Usted debe mantener intactos todos los avisos que hagan referencia a esta Licencia y a la cláusula de limitación de garantías. Usted no puede distribuir, exhibir públicamente, ejecutar públicamente, o poner a disposición pública la Obra con alguna medida tecnológica que controle el acceso o la utilización de ella de una forma que sea inconsistente con las condiciones de esta Licencia. Lo anterior se aplica a la Obra incorporada a una Obra Colectiva, pero esto no exige que la Obra Colectiva aparte de la obra misma quede sujeta a las condiciones de esta Licencia. Si Usted crea una Obra Colectiva, previo aviso de cualquier Licenciante debe, en la medida de lo posible, eliminar de la Obra Colectiva cualquier referencia a dicho Licenciante o al Autor Original, según lo solicitado por el Licenciante y conforme lo exige la cláusula 4(c).

b.	Usted no puede ejercer ninguno de los derechos que le han sido otorgados en la Sección 3 precedente de modo que estén principalmente destinados o directamente dirigidos a conseguir un provecho comercial o una compensación monetaria privada. El intercambio de la Obra por otras obras protegidas por derechos de autor, ya sea a través de un sistema para compartir archivos digitales (digital file-sharing) o de cualquier otra manera no será considerado como estar destinado principalmente o dirigido directamente a conseguir un provecho comercial o una compensación monetaria privada, siempre que no se realice un pago mediante una compensación monetaria en relación con el intercambio de obras protegidas por el derecho de autor.

c.	Si usted distribuye, exhibe públicamente, ejecuta públicamente o ejecuta públicamente en forma digital la Obra o cualquier Obra Derivada u Obra Colectiva, Usted debe mantener intacta toda la información de derecho de autor de la Obra y proporcionar, de forma razonable según el medio o manera que Usted esté utilizando: (i) el nombre del Autor Original si está provisto (o seudónimo, si fuere aplicable), y/o (ii) el nombre de la parte o las partes que el Autor Original y/o el Licenciante hubieren designado para la atribución (v.g., un instituto patrocinador, editorial, publicación) en la información de los derechos de autor del Licenciante, términos de servicios o de otras formas razonables; el título de la Obra si está provisto; en la medida de lo razonablemente factible y, si está provisto, el Identificador Uniforme de Recursos (Uniform Resource Identifier) que el Licenciante especifica para ser asociado con la Obra, salvo que tal URI no se refiera a la nota sobre los derechos de autor o a la información sobre el licenciamiento de la Obra; y en el caso de una Obra Derivada, atribuir el crédito identificando el uso de la Obra en la Obra Derivada (v.g., "Traducción Francesa de la Obra del Autor Original," o "Guión Cinematográfico basado en la Obra original del Autor Original"). Tal crédito puede ser implementado de cualquier forma razonable; en el caso, sin embargo, de Obras Derivadas u Obras Colectivas, tal crédito aparecerá, como mínimo, donde aparece el crédito de cualquier otro autor comparable y de una manera, al menos, tan destacada como el crédito de otro autor comparable.

d.	Para evitar toda confusión, el Licenciante aclara que, cuando la obra es una composición musical:

i.	Regalías por interpretación y ejecución bajo licencias generales. El Licenciante se reserva el derecho exclusivo de autorizar la ejecución pública o la ejecución pública digital de la obra y de recolectar, sea individualmente o a través de una sociedad de gestión colectiva de derechos de autor y derechos conexos (por ejemplo, SAYCO), las regalías por la ejecución pública o por la ejecución pública digital de la obra (por ejemplo Webcast) licenciada bajo licencias generales, si la interpretación o ejecución de la obra está primordialmente orientada por o dirigida a la obtención de una ventaja comercial o una compensación monetaria privada.

ii.	Regalías por Fonogramas. El Licenciante se reserva el derecho exclusivo de recolectar, individualmente o a través de una sociedad de gestión colectiva de derechos de autor y derechos conexos (por ejemplo, los consagrados por la SAYCO), una agencia de derechos musicales o algún agente designado, las regalías por cualquier fonograma que Usted cree a partir de la obra (“versión cover”) y distribuya, en los términos del régimen de derechos de autor, si la creación o distribución de esa versión cover está primordialmente destinada o dirigida a obtener una ventaja comercial o una compensación monetaria privada.

e.	Gestión de Derechos de Autor sobre Interpretaciones y Ejecuciones Digitales (WebCasting). Para evitar toda confusión, el Licenciante aclara que, cuando la obra sea un fonograma, el Licenciante se reserva el derecho exclusivo de autorizar la ejecución pública digital de la obra (por ejemplo, webcast) y de recolectar, individualmente o a través de una sociedad de gestión colectiva de derechos de autor y derechos conexos (por ejemplo, ACINPRO), las regalías por la ejecución pública digital de la obra (por ejemplo, webcast), sujeta a las disposiciones aplicables del régimen de Derecho de Autor, si esta ejecución pública digital está primordialmente dirigida a obtener una ventaja comercial o una compensación monetaria privada.

5. Representaciones, Garantías y Limitaciones de Responsabilidad.
A MENOS QUE LAS PARTES LO ACORDARAN DE OTRA FORMA POR ESCRITO, EL LICENCIANTE OFRECE LA OBRA (EN EL ESTADO EN EL QUE SE ENCUENTRA) “TAL CUAL”, SIN BRINDAR GARANTÍAS DE CLASE ALGUNA RESPECTO DE LA OBRA, YA SEA EXPRESA, IMPLÍCITA, LEGAL O CUALQUIERA OTRA, INCLUYENDO, SIN LIMITARSE A ELLAS, GARANTÍAS DE TITULARIDAD, COMERCIABILIDAD, ADAPTABILIDAD O ADECUACIÓN A PROPÓSITO DETERMINADO, AUSENCIA DE INFRACCIÓN, DE AUSENCIA DE DEFECTOS LATENTES O DE OTRO TIPO, O LA PRESENCIA O AUSENCIA DE ERRORES, SEAN O NO DESCUBRIBLES (PUEDAN O NO SER ESTOS DESCUBIERTOS). ALGUNAS JURISDICCIONES NO PERMITEN LA EXCLUSIÓN DE GARANTÍAS IMPLÍCITAS, EN CUYO CASO ESTA EXCLUSIÓN PUEDE NO APLICARSE A USTED.

6. Limitación de responsabilidad.
A MENOS QUE LO EXIJA EXPRESAMENTE LA LEY APLICABLE, EL LICENCIANTE NO SERÁ RESPONSABLE ANTE USTED POR DAÑO ALGUNO, SEA POR RESPONSABILIDAD EXTRACONTRACTUAL, PRECONTRACTUAL O CONTRACTUAL, OBJETIVA O SUBJETIVA, SE TRATE DE DAÑOS MORALES O PATRIMONIALES, DIRECTOS O INDIRECTOS, PREVISTOS O IMPREVISTOS PRODUCIDOS POR EL USO DE ESTA LICENCIA O DE LA OBRA, AUN CUANDO EL LICENCIANTE HAYA SIDO ADVERTIDO DE LA POSIBILIDAD DE DICHOS DAÑOS. ALGUNAS LEYES NO PERMITEN LA EXCLUSIÓN DE CIERTA RESPONSABILIDAD, EN CUYO CASO ESTA EXCLUSIÓN PUEDE NO APLICARSE A USTED.

7. Término.

a.	Esta Licencia y los derechos otorgados en virtud de ella terminarán automáticamente si Usted infringe alguna condición establecida en ella. Sin embargo, los individuos o entidades que han recibido Obras Derivadas o Colectivas de Usted de conformidad con esta Licencia, no verán terminadas sus licencias, siempre que estos individuos o entidades sigan cumpliendo íntegramente las condiciones de estas licencias. Las Secciones 1, 2, 5, 6, 7, y 8 subsistirán a cualquier terminación de esta Licencia.

b.	Sujeta a las condiciones y términos anteriores, la licencia otorgada aquí es perpetua (durante el período de vigencia de los derechos de autor de la obra). No obstante lo anterior, el Licenciante se reserva el derecho a publicar y/o estrenar la Obra bajo condiciones de licencia diferentes o a dejar de distribuirla en los términos de esta Licencia en cualquier momento; en el entendido, sin embargo, que esa elección no servirá para revocar esta licencia o que deba ser otorgada , bajo los términos de esta licencia), y esta licencia continuará en pleno vigor y efecto a menos que sea terminada como se expresa atrás. La Licencia revocada continuará siendo plenamente vigente y efectiva si no se le da término en las condiciones indicadas anteriormente.

8. Varios.

a.	Cada vez que Usted distribuya o ponga a disposición pública la Obra o una Obra Colectiva, el Licenciante ofrecerá al destinatario una licencia en los mismos términos y condiciones que la licencia otorgada a Usted bajo esta Licencia.

b.	Si alguna disposición de esta Licencia resulta invalidada o no exigible, según la legislación vigente, esto no afectará ni la validez ni la aplicabilidad del resto de condiciones de esta Licencia y, sin acción adicional por parte de los sujetos de este acuerdo, aquélla se entenderá reformada lo mínimo necesario para hacer que dicha disposición sea válida y exigible.

c.	Ningún término o disposición de esta Licencia se estimará renunciada y ninguna violación de ella será consentida a menos que esa renuncia o consentimiento sea otorgado por escrito y firmado por la parte que renuncie o consienta.

d.	Esta Licencia refleja el acuerdo pleno entre las partes respecto a la Obra aquí licenciada. No hay arreglos, acuerdos o declaraciones respecto a la Obra que no estén especificados en este documento. El Licenciante no se verá limitado por ninguna disposición adicional que pueda surgir en alguna comunicación emanada de Usted. Esta Licencia no puede ser modificada sin el consentimiento mutuo por escrito del Licenciante y Usted.
 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