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dc.contributor.authorcalixto, nelson javier
dc.contributor.authorBonilla, Carlos
dc.contributor.authorRojas Suárez, Jhan Piero
dc.date.accessioned2021-11-19T13:09:56Z
dc.date.available2021-11-19T13:09:56Z
dc.date.issued2021-08-09
dc.identifier.urihttp://repositorio.ufps.edu.co/handle/ufps/1121
dc.description.abstractThe design and operation of sanitary sewerage systems are based on the knowledge of peak and the average daily wastewater flows. The maximum peak factor is obtained through the ratio of the maximum flow and the average discharge flow of wastewater generated in a system. In this sense, the maximum peak factor was estimated by monitoring wastewater flow in an urban sector of the city of San José de Cúcuta, Colombia. This urban sector represents 45.6% of the sanitary sewerage of the city. Stochastic modeling of the peak flow was performed, and a mathematical model was constructed to estimate the maximum peak factor using a correlational study using statistical methodology. Through linear regression analysis, a model was obtained that estimates the value of the maximum peaking factor based on knowledge of the average daily wastewater flow. The results indicate that the model is potential, and the expression is statistically significant and satisfies the assumptions established for the classical linear regression model.eng
dc.format.extent07 páginasspa
dc.format.mimetypeapplication/pdfspa
dc.language.isoengspa
dc.publisherJournal of Physics: Conference Seriesspa
dc.relation.ispartofJournal of Physics: Conference Series
dc.rights© Copyright 2021 IOP Publishingeng
dc.sourcehttps://iopscience.iop.org/article/10.1088/1742-6596/1981/1/012013/metaspa
dc.titleStatistical analysis of wastewater monitoring for maximum peak factor estimationeng
dc.typeArtículo de revistaspa
dcterms.referencesRodríguez J 2013 Monitoring and modelling to support wastewater system management in developing mega-cities Sci. Total Environ. 445–446 79spa
dcterms.referencesShuvalov M 2020 IOP Conf. Ser.: Mater. Sci. Eng. 775 1spa
dcterms.referencesChernosvitov L 2019 IOP Conf. Ser.: Earth Environ. Sci. 272 1spa
dcterms.referencesAl-Hadithy Azzam H 2019 J. Phys. Conf. Ser. 1294 1spa
dcterms.referencesPoensgen-Llano N 2011 Análisis del Comportamiento Espacio-Temporal de los Caudales Residuales en la Cuenca Urbana del Río Salitre (Colombia: Pontificia Universidad Javeriana)spa
dcterms.referencesEmpresas Publicas de Medellin (EPM) 2013 Normas de Diseño de Sistemas de Alcantarillado de EPM (Colombia: Empresas Públicas de Medellín)spa
dcterms.referencesTouny M 2020 Peak factors for sewerage system in upper Egypt communities Bull Fac. Eng. Mansoura Univ. 45 16spa
dcterms.referencesZhang X 2005 World Water and Environmental Resources Congress 2005 (New York: American Society of Civil Engineers) A theoretical explanation for peaking factorsspa
dcterms.referencesTirado-Picado V 2013 Determinación del coeficiente de flujo máximo para el diseño de sistemas de alcantarillados sanitarios, evaluado en Managua, Nicaragua Tecnura 17 61spa
dcterms.referencesImam E and Elnakar H 2014 Design flow factors for sewerage systems in small arid communities J. Adv. Res. 5 537spa
dcterms.referencesChandragade A and Gupta R 2016 Peak factor curve for estimating peak flows in design of sewer networks: a case study of Gadchiroli city Int. J. Innov. Res. Sci. Eng. 2 162spa
dcterms.referencesGaines J 2015 Peak sewage and flow rate: prediction probability Water Pollut. Control Fed. 61 124spa
dcterms.referencesBonilla-Granados C 2019 Determinación del Factor Máximo de Pico para el Diseño de Sistemas de Alcantarillado Sanitario Mediante Monitoreo de Flujo de Aguas Residuales Caso de Estudio: Cúcuta, Colombia (Colombia: Universidad Manuela Beltrán)spa
dcterms.referencesBalacco G 2017 Evaluation of peak water demand factors in puglia (Southern Italy) Water 9 96spa
dcterms.referencesBonilla-Granados C 2019 A systematic review of wastewater monitoring and its applications in urban drainage systems Respuestas 24 54spa
dcterms.referencesVitto R 2005 Fitting Distributions With R (Boston: Free Software Foundation)spa
dcterms.referencesKotz S and Nadarajah S 2000 Extreme Value Distributions: Theory and Applications (London: Imperial College Press)spa
dcterms.referencesSáenz A 2009 Modelización Estocástica de Precipitaciones Máximas para el Cálculo de Eventos Extremos a partir de los Periodos de Retorno Mediante R (Spain: Universidad de Jaén)spa
dcterms.referencesCanavos G 1987 Probabilidad y Estadística. Aplicaciones (México: Editorial Mc Graw Hill)spa
dcterms.referencesDíaz-Monroy L 2007 Estadística Multivariada: Inferencia y Métodos (Colombia: Universidad Nacional de Colombia)spa
dc.identifier.doihttps://doi.org/10.1088/1742-6596/1981/1/012013
dc.publisher.placeReino Unidospa
dc.relation.citationeditionVol.1981 No.1.(2021)spa
dc.relation.citationendpage7spa
dc.relation.citationissue1(2021)spa
dc.relation.citationstartpage1spa
dc.relation.citationvolume1981spa
dc.relation.citesCely-Calixto, N. J., Bonilla-Granados, C. A., & Rojas-Suárez, J. P. (2021, July). Statistical analysis of wastewater monitoring for maximum peak factor estimation. In Journal of Physics: Conference Series (Vol. 1981, No. 1, p. 012013). IOP Publishing.
dc.relation.ispartofjournalJournal of Physics: Conference Seriesspa
dc.rights.accessrightsinfo:eu-repo/semantics/openAccessspa
dc.rights.creativecommonsAtribución 4.0 Internacional (CC BY 4.0)spa
dc.type.coarhttp://purl.org/coar/resource_type/c_6501spa
dc.type.contentTextspa
dc.type.driverinfo:eu-repo/semantics/articlespa
dc.type.redcolhttp://purl.org/redcol/resource_type/ARTspa
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oaire.versionhttp://purl.org/coar/version/c_970fb48d4fbd8a85spa
dc.type.versioninfo:eu-repo/semantics/publishedVersionspa


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