SciELO - Scientific Electronic Library Online

 
vol.43 número2Evaluación de las deformaciones elásticas y elastoplásticas en túneles usando aproximaciones obtenidas de simulaciones 3D-FEMGeneración de fuentes ópticas multitono para aplicaciones en redes ópticas pasivas de próxima generación usando estructuras fotónicas índice de autoresíndice de materiabúsqueda de artículos
Home Pagelista alfabética de revistas  

Servicios Personalizados

Revista

Articulo

Indicadores

Links relacionados

  • En proceso de indezaciónCitado por Google
  • No hay articulos similaresSimilares en SciELO
  • En proceso de indezaciónSimilares en Google

Compartir


Ingeniería e Investigación

versión impresa ISSN 0120-5609

Resumen

ARIAS-HENAO, Maricel; PAREDES-CUERVO, Diego  y  TORRES-LOZADA, Patricia. Influence of Conventional and Hybrid Septic Tank-Anaerobic Filter Configurations on the Hydrodynamics and Performance of Wastewater Treatment. Ing. Investig. [online]. 2023, vol.43, n.2, pp.1-.  Epub 17-Abr-2024. ISSN 0120-5609.  https://doi.org/10.15446/ing.investig.94617.

Decentralized treatment is an adequate strategy to more sustainably treat municipal wastewater in rural and peri-urban areas. In light of the above, this study evaluated, on a pilot scale, the performance of an anaerobic configuration consisting of a septic tank (ST) and an anaerobic filter (AF) in two modalities: (i) a conventional system (CS) in separate reactors and (ii) a hybrid system (HS) with a ST and an AF in a single reactor -both with theoretical hydraulic retention times (HRTs) of 36, 30, 24, and 18 hours. The results indicated that the HS had a better performance (less variability) under the different conditions evaluated, achieving, at an HRT of 18 hours, higher reduction efficiencies (52,0±16,8% COD and 73,06±18,5% TSS) compared to the CS (39,8±13,1% COD and 65,8±20,52% TSS). Although hydrodynamic analysis showed dual flow (full mix and plug flow) in both configurations, the HS exhibited a greater predominance of plug flow (62%) than the CS (52%), which allowed the former to reach a real HRT closer to the theoretical value than the latter (23/24 vs. 19/24 hours). This behavior guarantees the lowest occurrence of dead zones and short circuits, as well as a higher Persson hydraulic efficiency (0,62) and lower area requirements for the HS in comparison with the CS (0,5).

Palabras clave : anaerobic digestion; anaerobic filter; decentralized wastewater treatment; hydrodynamic performance; septic tank.

        · resumen en Español     · texto en Inglés     · Inglés ( pdf )