Ecuador | Tesis
dc.contributorYaulema Garcés, Fausto
dc.contributorLeón Chimbolema, José Gerardo
dc.creatorChimbo Alvarado, Guido Paúl
dc.creatorMontero Arteaga, Gendry Gustavo
dc.date.accessioned2018-10-01T13:45:14Z
dc.date.accessioned2022-10-20T19:16:07Z
dc.date.available2018-10-01T13:45:14Z
dc.date.available2022-10-20T19:16:07Z
dc.date.created2018-10-01T13:45:14Z
dc.date.issued2018-02
dc.identifierChimbo Alvarado, Guido Paúl; Montero Arteaga, Gendry Gustavo. (2018). Diseño y construcción de una planta de tratamiento de aguas residuales domésticas con humedales artificiales de flujo subsuperficial en la parroquia San Luis de Armenia, comunidad San Luis de Armenia provincia de Orellana. Escuela Superior Politécnica de Chimborazo. Riobamba.
dc.identifierhttp://dspace.espoch.edu.ec/handle/123456789/8944
dc.identifier.urihttps://repositorioslatinoamericanos.uchile.cl/handle/2250/4588006
dc.description.abstractIn order to build the domestic sewage treatment plant (PTAR) with artificial wetlands of subsurface flow in San Luis de Armenia parish, San Luis de Armenia community of Orellana province, it started with a preliminary study by first which consisted in the recognition of five housing and the available area for the implementation of this project. The pipe connections were directed at a specific point for measuring the flow rate for seven consecutive days applying the volumetric method. Five representative samples were taken and sent to the lab AQLAB for the physical, chemical and microbiological analysis of twelve parameters. According to pollutant load of the affluent, it proceeded with the building of the grease and oils trap, primary rectangular sedimentation, drying beds, and artificial wetlands of horizontal subsurface flow. The domestic PTAR supports a flow rate of a design of 29,03 m3/d. Once the treatment system was implemented and on its way, it waited three to four months for the adaptation of the German grassland and develop the effluent characterization producing average results such as pH 6,73, sedimentable solids 0,4 mg/L, total solids 180,08 mg/L, turbity 35,8 UNT, electrical conductivity 186,48 µS/cm, nitrates 0,71 mg/L, phosphates 0,326 mg/L, DBO5 20 mg/L, DQO 56,08 mg/L, total coliforms 0,8 NMP/100 ml, surfactants 2,3 mg/L. The domestic PTAR presents an efficiency of 91% organic matter degradation, within the treatment it was found that surfactants are outside the maximum permissible limits established by the existing Ecuadorian environmental regulation TULSMA LIBRO VI ANEXO 1. It is recommended to the GAD Municipality of Francisco de Orellana the implementation of these systems (artificial wetlands), in order to mitigate environmental impacts generated by domestic sewage in rural areas since its costs are relatively low in comparison with conventional systems.
dc.languagespa
dc.publisherEscuela Superior Politécnica de Chimborazo
dc.relationUDCTFC;236T0341
dc.subjectBIOTECNOLOGÍA
dc.subjectTRATAMIENTO DE AGUAS RESIDUALES
dc.subjectCARACTERIZACIÓN
dc.subjectHUMEDALES ARTIFICIALES
dc.subjectREMOCIÓN DE CONTAMINANTES
dc.subjectDEMANDA BIOQUÍMICA DE OXÍGENO (DBO5)
dc.titleDiseño y construcción de una planta de tratamiento de aguas residuales domésticas con humedales artificiales de flujo subsuperficial en la parroquia San Luis de Armenia, comunidad San Luis de Armenia provincia de Orellana.
dc.typeTesis


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