Physical parameters for the estimation of the return coefficient in the sewer of the La Chivera watershed

Estimating the amount of flow carried by the sanitary sewer system in a locality is essential for the design of new facilities. Having a record of the flow rates allows the adequate hydraulic design of a drainage system. The objective of this work is to determine the physical parameters for the esti...

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Autores:
calixto, nelson javier
Bonilla Granados, Carlos Alexis
GALLARDO AMAYA, ROMEL JESUS
Tipo de recurso:
Article of journal
Fecha de publicación:
2021
Institución:
Universidad Francisco de Paula Santander
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Repositorio Digital UFPS
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eng
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dc.title.eng.fl_str_mv Physical parameters for the estimation of the return coefficient in the sewer of the La Chivera watershed
title Physical parameters for the estimation of the return coefficient in the sewer of the La Chivera watershed
spellingShingle Physical parameters for the estimation of the return coefficient in the sewer of the La Chivera watershed
title_short Physical parameters for the estimation of the return coefficient in the sewer of the La Chivera watershed
title_full Physical parameters for the estimation of the return coefficient in the sewer of the La Chivera watershed
title_fullStr Physical parameters for the estimation of the return coefficient in the sewer of the La Chivera watershed
title_full_unstemmed Physical parameters for the estimation of the return coefficient in the sewer of the La Chivera watershed
title_sort Physical parameters for the estimation of the return coefficient in the sewer of the La Chivera watershed
dc.creator.fl_str_mv calixto, nelson javier
Bonilla Granados, Carlos Alexis
GALLARDO AMAYA, ROMEL JESUS
dc.contributor.author.none.fl_str_mv calixto, nelson javier
Bonilla Granados, Carlos Alexis
GALLARDO AMAYA, ROMEL JESUS
description Estimating the amount of flow carried by the sanitary sewer system in a locality is essential for the design of new facilities. Having a record of the flow rates allows the adequate hydraulic design of a drainage system. The objective of this work is to determine the physical parameters for the estimation of the return coefficient that allows estimating the flow rates for the sanitary sewer of the La Chivera watershed, San José de Cúcuta, Colombia. In this sense, dry weather monitoring of the wastewater in the study area was carried out. The data collected in the field were used to construct the hourly flow variation curve or inflow hydrograph in the drainage system. The average hourly flow parameters were estimated with a value of 205.7 m3/h, a value recorded at the 11th hour of the day. Similarly, the average daily flow was determined with a value of 180.3 m3/h, while the maximum peak factor was 1.14. Finally, through the physical parameters of the sanitary sewer, the return coefficient was determined, which is 0.72, a value that represents the conditions of the study area.
publishDate 2021
dc.date.issued.none.fl_str_mv 2021-06-10
dc.date.accessioned.none.fl_str_mv 2024-04-25T16:36:26Z
dc.date.available.none.fl_str_mv 2024-04-25T16:36:26Z
dc.type.spa.fl_str_mv Artículo de revista
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dc.identifier.uri.none.fl_str_mv https://repositorio.ufps.edu.co/handle/ufps/7046
dc.identifier.doi.none.fl_str_mv 10.1088/1742-6596/2073/1/012018
url https://repositorio.ufps.edu.co/handle/ufps/7046
identifier_str_mv 10.1088/1742-6596/2073/1/012018
dc.language.iso.spa.fl_str_mv eng
language eng
dc.relation.ispartof.none.fl_str_mv Journal of Physics: Conference Series 2073 (2021) 012018doi:10.1088/1742-6596/2073/1/012018
dc.relation.citationedition.spa.fl_str_mv Vol.2073 No. (2021)
dc.relation.citationendpage.spa.fl_str_mv 8
dc.relation.citationissue.spa.fl_str_mv (2021)
dc.relation.citationstartpage.spa.fl_str_mv 1
dc.relation.citationvolume.spa.fl_str_mv 2073
dc.relation.cites.none.fl_str_mv N J Cely-Calixto et al 2021 J. Phys.: Conf. Ser. 2073 012018
dc.rights.eng.fl_str_mv Content from this work may be used under the terms of theCreative Commons Attribution 3.0 licence.
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rights_invalid_str_mv Content from this work may be used under the terms of theCreative Commons Attribution 3.0 licence.
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Atribución 4.0 Internacional (CC BY 4.0)
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dc.format.extent.spa.fl_str_mv 8 Páginas
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dc.publisher.spa.fl_str_mv Journal of Physics: Conference Series
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institution Universidad Francisco de Paula Santander
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spelling calixto, nelson javier1b1c54c0164cb75e102a975426a97880600Bonilla Granados, Carlos Alexisd80074591010e9de010e48fc4c4f039b600GALLARDO AMAYA, ROMEL JESUSd4dbfd792bc489834749bc649f4375996002024-04-25T16:36:26Z2024-04-25T16:36:26Z2021-06-10https://repositorio.ufps.edu.co/handle/ufps/704610.1088/1742-6596/2073/1/012018Estimating the amount of flow carried by the sanitary sewer system in a locality is essential for the design of new facilities. Having a record of the flow rates allows the adequate hydraulic design of a drainage system. The objective of this work is to determine the physical parameters for the estimation of the return coefficient that allows estimating the flow rates for the sanitary sewer of the La Chivera watershed, San José de Cúcuta, Colombia. In this sense, dry weather monitoring of the wastewater in the study area was carried out. The data collected in the field were used to construct the hourly flow variation curve or inflow hydrograph in the drainage system. The average hourly flow parameters were estimated with a value of 205.7 m3/h, a value recorded at the 11th hour of the day. Similarly, the average daily flow was determined with a value of 180.3 m3/h, while the maximum peak factor was 1.14. Finally, through the physical parameters of the sanitary sewer, the return coefficient was determined, which is 0.72, a value that represents the conditions of the study area.8 Páginasapplication/pdfengJournal of Physics: Conference SeriesJournal of Physics: Conference Series 2073 (2021) 012018doi:10.1088/1742-6596/2073/1/012018Vol.2073 No. (2021)8(2021)12073N J Cely-Calixto et al 2021 J. Phys.: Conf. Ser. 2073 012018Content from this work may be used under the terms of theCreative Commons Attribution 3.0 licence.https://creativecommons.org/licenses/by/4.0/info:eu-repo/semantics/openAccessAtribución 4.0 Internacional (CC BY 4.0)http://purl.org/coar/access_right/c_abf2https://iopscience.iop.org/article/10.1088/1742-6596/2073/1/012018/metaPhysical parameters for the estimation of the return coefficient in the sewer of the La Chivera watershedArtículo 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_970fb48d4fbd8a85Bonilla-Granados C, Becerra-Triviño J, Cifuentes-Ospina G 2019 A systematic review of wastewater monitoring and its applications in urban drainage systems Respuestas 24(3) 54Hrudka J, Csicsaiova R, Marko I, Stanko S, Skultetyova I 2020 The impact of intense rainfall on a storm sewage system of the east part of Trnava city IOP Conf. Ser.: Earth Environ. Sci. 444 012022Marko I, Csicsaiova R, Stanko S, Skultetyova I, Hrudka J 2020 Analysis of the recent state of sewage network in Serbia IOP Conf. Ser.: Earth Environ. Sci. 444 012038Ministerio de Vivienda, Ciudad y Territorio 2017 Reglamento Técnico para el Sector de Agua Potable y Saneamiento Básico – RAS, Resolución 0330 2017 (Colombia: Ministerio de Vivienda, Ciudad y Territorio)Elvy M 2004 Development of Infiltration Factors for the Estimation of Urban Separate Wastewater Flow in the Gippsland Water Catchment (Toowoomba: University of Southern Queensland)Hopcroft F 2014 Wastewater Treatment Concepts and Practices (New York: Momentum Press)Empresas Publicas de Medellín (EPM) 2013 Normas de Diseño de Sistemas de Alcantarillado de E.P.M (Colombia: Empresas Públicas de Medellín)Balacco G, Carbonara A, Gioia A, Iacobellis V, Ferruccio A 2017 Evaluation of peak water demand factors in puglia (Southern Italy) Water 9(2) 96Environmental Protection Agency (EPA) 1977 Process design manual: wastewater treatment facilities for sewered small communities, EPA-625/1-77-009 (United States of America: Environmental Protection Agency)Sier D, Lansey K 2005 Monitoring sewage networks for sanitary sewer overflows Civ. Eng. Environ. Syst. 22(2) 123López-Cualla R 2003 Elementos de Diseño para Acueductos y Alcantarillados (Bogotá: Escuela Colombiana de Ingeniería)Metcalf L, Eddy H, Tchobanoglous G 1991 Wastewater Engineering: Treatment, Disposal, and Reuse (New York: McGraw-Hill)Scheaffer R, Mendenhall W, Ott R 1987 Elementos de Muestreo (México: Editorial Ibérica)LICENSElicense.txtlicense.txttext/plain; charset=utf-814828https://repositorio.ufps.edu.co/bitstream/ufps/7046/2/license.txt2f9959eaf5b71fae44bbf9ec84150c7aMD52open accessORIGINALCely-Calixto_2021_J._Phys.__Conf._Ser._2073_012018.pdfCely-Calixto_2021_J._Phys.__Conf._Ser._2073_012018.pdfapplication/pdf1135889https://repositorio.ufps.edu.co/bitstream/ufps/7046/1/Cely-Calixto_2021_J._Phys.__Conf._Ser._2073_012018.pdf83e80eb9c638cd1f33cb2340b00d50acMD51open accessTEXTCely-Calixto_2021_J._Phys.__Conf._Ser._2073_012018.pdf.txtCely-Calixto_2021_J._Phys.__Conf._Ser._2073_012018.pdf.txtExtracted 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 incorporada 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, GA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