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vol.26 número2SALVAGUARDA DEL GERMOPLASMA PARA MANZANA EMILIA ( Malus communis L. subsp. Reineta amarilla de Blenheim) POR CULTIVO DE TEJIDOS IN VITRODIAGNÓSTICO DEL MANEJO DE RESIDUOS SÓLIDOS EN EL PARQUE HISTÓRICO GUAYAQUIL índice de autoresíndice de assuntospesquisa de artigos
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LA GRANJA. Revista de Ciencias de la Vida

versão On-line ISSN 1390-8596versão impressa ISSN 1390-3799

Resumo

MEJIA-LOPEZ, Ana; CABRERA, Mario  e  CARRILLO, Yurina. ORGANIC CONTAMINANTS REMOVAL IN DOMESTIC WASTEWATER USING APROTOTYPE LABORATORY SCALE. La Granja [online]. 2017, vol.26, n.2, pp.64-71. ISSN 1390-8596.  https://doi.org/10.17163/lgr.n26.2017.06.

In the community of Pulinguí belonging to the parish of San Andrés del canton Guano province of Chimborazo-Ecuador, domestic sewage is treated in a system of septic tanks and upward filter, which presents problems of bad smell and low reduction of organic matter. The objective of the present work was to evaluate at laboratory scale the efficiency of pollutant removal by combining the current anaerobic treatment with an aerobic treatment by activated sludge. A prototype with 27.9 liters capacity was designed, built and operated, of which 15.8 liters correspond to the anaerobic zone, 7.7 liters to the aeration zone and 4.4 liters to the sedimentation zone. The system was evaluated for 60 days with domestic wastewater from the cited community. During the evaluation, daily pH and dissolved oxygen determinations were performed, and the Chemical Oxygen Demand (COD) was determined twice a week. The information generated allowed us to observe that the system tended to stabilize during the three weeks of operation, achieving organic removal efficiencies in terms of COD in the anaerobic treatment of 53%, in the aerobic treatment of 75%, achieving a total reduction in The entire 88% system and eliminating the odor. With data from the anaerobic tank taken after 60 days of continuous work, it allowed to project the maintenance of the Pulinguí treatment plant the same that must be realized in approximately each 4 years.

Palavras-chave : Wastewater treatment; anaerobic; aerobic; septic tank; activated sludge; contaminant load.

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