Bibliographic citations
This is an automatically generated citacion. Modify it if you see fit
Gomero, P., (2018). Estudio del reactor UASB en la eficiencia de la remoción de la materia orgánica en la ciudad de Puno [Tesis, Universidad Nacional de Ingeniería]. http://hdl.handle.net/20.500.14076/14827
Gomero, P., Estudio del reactor UASB en la eficiencia de la remoción de la materia orgánica en la ciudad de Puno [Tesis]. : Universidad Nacional de Ingeniería; 2018. http://hdl.handle.net/20.500.14076/14827
@misc{renati/263056,
title = "Estudio del reactor UASB en la eficiencia de la remoción de la materia orgánica en la ciudad de Puno",
author = "Gomero García, Pablo Elías",
publisher = "Universidad Nacional de Ingeniería",
year = "2018"
}
Title: Estudio del reactor UASB en la eficiencia de la remoción de la materia orgánica en la ciudad de Puno
Authors(s): Gomero García, Pablo Elías
Advisor(s): Yaya Beas, Rosa Elena
Keywords: Aguas residuales; Reactor UASB; Lodos activados
Issue Date: 2018
Institution: Universidad Nacional de Ingeniería
Abstract: La presente tesis de investigación consistió en el estudio del reactor UASB (Upflow Anaerobic Sludge Blanket), el cual es usado en el tratamiento primario de aguas residuales domésticas, aplicado a la remoción de materia orgánica y sólidos.
El sistema fue diseñado a escala piloto en la ciudad de Puno para investigar la remoción de la materia orgánica. Se obtuvieron muestras de la línea de alcantarillado de la "PTAR-Espinar'' y luego se llevaron hasta el lugar de investigación, sin embargo, la muestra de agua residual paso por un tratamiento preliminar (cámara de reja gruesa y desarenador).
La investigación consiste en 02 etapas La etapa 1 consistió lograr estabilizar lodo anaerobio para el reactor UASB como parte del arranque. La etapa 2 consistió en evaluar el tiempo de retención hidráulico en el reactor UASB en las siguientes horas: 4-6-8-10-12-14 horas, también se evaluaron varios parámetros físicos y químicos.
De la evaluación de los parámetros físicos y químicos de la etapa 02, las mayores eficiencias se lograron para el reactor UASB, con porcentajes promedios de remoción de 50.8% de carga orgánica con TRH de [6, 8, 10, 12 y 14 horas], 79.83% de turbiedad, 74% sólidos suspendidos totales (SST), 16.3% sólidos totales (ST), 12.4% sólidos disueltos totales (SDT), 43.3% sólidos volátiles totales (SVT), 62.8% DQO total, 69% DBO5, la producción de gas metano promedio para el reactor UASB es 1113 ml/día
The present research thesis consisted in the study of the UASB reactor (Upflow Anaerobic Sludge Blanket), which is used in the primary treatment of domestic wastewater, applied to the removal of organic matter and solids. The system was designed at pilot scale in the city of Puno to investigate the removal of organic matter. Samples were obtained from the sewer line of the “Espinar PTAR” and then were taken to the research site. However, the sample of residual water passed through a preliminary treatment (coarse screening and Desander). The research consists of 02 stages. Stage 1 consisted of stabilizing anaerobic sludge for the UASB reactor as part of the start up. Stage 2 consisted in evaluating the hydraulic retention time (TRH) of the UASB reactor in the following hours: 4-6-8-10-12-14, also several physical and chemical parameters were evaluated. From the evaluation of the physical and chemical parameters of stage 02, the highest efficiencies were achieved for the UASB reactor, with average percentages of removal of 50.8% organic load with HRT [6, 8, 10, 12 and 14 hours] , Total dissolved solids (TSS), total dissolved solids (TSS), total dissolved solids (TSS), total dissolved solids (TSS), total dissolved solids (TSS) The average methane gas production for the UASB reactor is 1113 ml / day.
The present research thesis consisted in the study of the UASB reactor (Upflow Anaerobic Sludge Blanket), which is used in the primary treatment of domestic wastewater, applied to the removal of organic matter and solids. The system was designed at pilot scale in the city of Puno to investigate the removal of organic matter. Samples were obtained from the sewer line of the “Espinar PTAR” and then were taken to the research site. However, the sample of residual water passed through a preliminary treatment (coarse screening and Desander). The research consists of 02 stages. Stage 1 consisted of stabilizing anaerobic sludge for the UASB reactor as part of the start up. Stage 2 consisted in evaluating the hydraulic retention time (TRH) of the UASB reactor in the following hours: 4-6-8-10-12-14, also several physical and chemical parameters were evaluated. From the evaluation of the physical and chemical parameters of stage 02, the highest efficiencies were achieved for the UASB reactor, with average percentages of removal of 50.8% organic load with HRT [6, 8, 10, 12 and 14 hours] , Total dissolved solids (TSS), total dissolved solids (TSS), total dissolved solids (TSS), total dissolved solids (TSS), total dissolved solids (TSS) The average methane gas production for the UASB reactor is 1113 ml / day.
Link to repository: http://hdl.handle.net/20.500.14076/14827
Discipline: Ingeniería Sanitaria
Grade or title grantor: Universidad Nacional de Ingeniería. Facultad de Ingeniería Ambiental
Grade or title: Ingeniero Sanitario
Register date: 6-Nov-2018
This item is licensed under a Creative Commons License