Evaluación y diagnóstico de la red de saneamiento básico sanitario del centro poblado de reventones municipio de Anolaima de acuerdo con los criterios del RAS 2000.

dc.contributor.advisorGarcía Ubaque, Cesar Augustospa
dc.contributor.authorSuárez Lozano, Katherin Shirleyspa
dc.contributor.authorCortes Booder, Lady Madeleinespa
dc.date.accessioned2017-01-13T19:31:46Z
dc.date.available2017-01-13T19:31:46Z
dc.date.created2015-07-09spa
dc.descriptionEl centro poblado de Reventones ubicado en el Municipio de Anolaima (Cundinamarca), cuenta con un sistema de alcantarillado combinado antiguo, el cual descarga sus aguas negras en el afluente quebrada El Platanal o La Negra sin ningún tipo de tratamiento, causando entre otros problemas malos olores y una contaminación evidente. Desde hace ya más de 7 años se encuentra suspendida la construcción de la planta de tratamiento de aguas residuales para el centro poblado, por lo cual la población se ve directamente afectada por la contaminación actual que ésta situación genera en el punto de vertimiento de la red de alcantarillado. De acuerdo a lo anterior es necesario realizar una evaluación y diagnóstico del estado de la red de alcantarillado y determinar el cumplimiento de la misma mediante los parámetros establecidos en el Reglamento técnico para el sector de agua potable y saneamiento básico (RAS 2000), mediante recopilación y revisión documental de la información existente en la Alcaldia de Anolaima, visitas de campo, levantamiento de la red de alcantarillado, toma de registro fotográfico, tabulación y análisis de la información encontrada.spa
dc.description.abstractReventones village located in the municipality of Anolaima (Cundinamarca), has an old combined sewer system which discharges its waste water into the tributary creek called Platanal or La Negra without any treatment, causing odors and other problems and an obvious contamination. Since more than 7 years, the construction of the wastewater treatment plant for the village is suspended, so the population is directly affected by the current contamination generated by this situation at the point of dumping of the sewerage network. According to the above it is necessary to assess and diagnose the condition of the sewer system and determine compliance with the parameters established in the technical regulations for the sector of drinking water and basic sanitation (RAS 2000), by gathering and document review of the existing information in the Municipality of Anolaima, field visits, sewer survey, photographic recording, tabulation and analysis of the information found.spa
dc.format.mimetypepdfspa
dc.identifier.urihttp://hdl.handle.net/11349/4985
dc.language.isospaspa
dc.rightsAtribución-NoComercial-SinDerivadas 4.0 Internacional*
dc.rights.accesoAbierto (Texto Completo)spa
dc.rights.accessrightsinfo:eu-repo/semantics/openAccessspa
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/*
dc.subjectTramo: Colector comprendido entre dos estructuras de conexión.spa
dc.subjectSistema de Alcantarilladospa
dc.subjectRed de alcantarillado de Anolaimaspa
dc.subject.keywordWastewater sewerage: System comprising all facilities for the collection and transportation of domestic and / or industrial wastewater.spa
dc.subject.keywordInspection Box: Chamber located on the edge of the public and private sewer network, which collects wastewater, rainwater or combined from a building.spa
dc.subject.keywordStep box: Chamber without access located at special points because of construction needs.spa
dc.subject.keywordReturn coefficient: Relationship between the average flow of wastewater and the average flow of water consumed by the population.spa
dc.subject.keywordWrong connections: Surtax flow due to the contribution of rainwater in the sanitary water network and vice versa.spa
dc.subject.keywordPopulation density: The number of people living within a certain gross or net area.spa
dc.subject.keywordDiameter: Actual internal diameter of circular ducts.spa
dc.subject.keywordEndowment: Average daily quantity of water per inhabitant supplied by the aqueduct system, expressed in liters per capita per day.spa
dc.subject.keywordFinal emissary: closed manifolds that carry some or all of the rains, sanitary or combined from a town to the site of dumping or to treatment plants. In case of rainwater, collectors can be open.spa
dc.subject.keywordRunoff: Volume of water reaching the current shortly after the rain starts.spa
dc.subject.keywordSewerage master plan: Sewer system plan of a city for a given planning horizon.spa
dc.subject.keywordFloating population: population that frequents at certain times the project covered area, which is significant for the design of a project to collect and evacuate wastewater.spa
dc.subject.keywordSection: Collecting manifold between two connection structuresspa
dc.subject.keywordPipe or pipeline: Pre-cast or built on site duct, made in concrete, reinforced concrete, plastic, high density polyurethane, asbestos-cement, cast iron, glazed stoneware, PVC, plastic reinforced fiberglass or other material whose technology and manufacturing process comply with the relevant technical standards. Usually it has circular section.spa
dc.titleEvaluación y diagnóstico de la red de saneamiento básico sanitario del centro poblado de reventones municipio de Anolaima de acuerdo con los criterios del RAS 2000.spa
dc.title.titleenglishAssessment and diagnosis of the sanitation network of the reventones village in Anolaima municipality according to the RAS 2000 criteria.spa
dc.type.coarhttp://purl.org/coar/resource_type/c_7a1fspa
dc.type.driverinfo:eu-repo/semantics/bachelorThesisspa

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