Biodisk study as domestic wastewater secundary treatment

Authors

  • Gustavo Delgado Research Center on Wastewater Treatment and Hazardous Waste, National University of Engineering. Av. Túpac Amaru 210 Lima, Perú

DOI:

https://doi.org/10.21754/tecnia.v29i1.545

Keywords:

Biodiscos, UASB, DBO, Aguas residuales

Abstract

Laboratory model RBC system was designed as secondary treatment of an UASB reactor effluent. RBC System was built with two stages in series, each stage with effective volume of 81 liters and seven (07) PVC disks of 60 cm diameter with a total effective area of ​​7.92 m2. RBC system operated at a constant flow rate of 432 l / day (HRT of 4.50 hours) and was operated in two periods at different disk rotational speed (3 rpm for 4 months and 5 rpm for 3 months). The values ​​of BOD5, SST, Turbidity, pH and Temperature were measured. Moreover, the physical and microbiological biofilm characteristics were observed throughout the study period. RBC System achieved optimal degree of oxygenation, with an average value of 5.21 mg DO/ l just in the first stage. DOB5 Removal efficiency was 90% for 5 rpm of rotational speed and 78% for 3 rpm. Finally, the RBC system showed a better performance in terms of organic matter removal for 3 rpm rotational speed of. Moreover, it was found that two stages performance in series was higher than a single stage. The most representative biofilm microorganisms in first stage were protozoa ciliated swimmers or free and filamentous bacteria that had an excessive growth at second period. In the second stage, it was fixed ciliated protozoa, rotifers and unicellular and filamentous algae.

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References

[1] RamalhoR S1993Tratamiento de aguas residuales, Quebec, Canadá.(Ed. Reverte)

[2] CortezSet al 2008Rotating biological contactors: a review on main factors affecting performance.Environment ScienceBiotechnology7pp155-172

[3] Romero José María et als/f. La biopelícula en los procesos RBC. Facultad de Ingeniería. Universidad Católica de Córdoba: Colombia

[4] Stenstrom M. K. 1981Use of the rotating biological contactor for appropriate technology wastewater treatment. Graduate Research Engineer. School of Engineering and Applied Science. University of California:L.A

[5] Martín Cereceda M. et al 2001Confocal and light microscope examination of protozoa and other microorganisms in the biofilms from a rotating biological contactor wastewatertreatment plant. Acta Protozoológica 40pp263-272

[6]Jae-Chun Chung and Peter F. Strom 1991Microbiological study of ten New Jersey rotating biological contactor wastewater treatment plans. Research Journal WPCF, Volume 63, Number 1, pp 35-43

[7] SinghV, Mittal A K2012Characterization of biofilm of a rotating biological contactor treating synthetic wastewater. IWA publishing Water Science & Technology 66

[8] Pérez-Uz B, et al.1998Biofilm characterization of several wastewater tratment plants with rotating biological contactors in Madrid (Spain). Water Science & Technological, vol 37, No 4-5, pp215-218

[9] Friedman A,et al.1978Effect of disk rotational speed on biological contactor efficiency. Department of Civil Engineering. Tennesee Technological University, Cooksville, Tenn

Published

2019-06-06

How to Cite

[1]
G. Delgado, “Biodisk study as domestic wastewater secundary treatment”, TECNIA, vol. 29, no. 1, Jun. 2019.

Issue

Section

Environmental engineering