SciELO - Scientific Electronic Library Online

 
vol.7 issue1-2Zooplankton community structure and its association with the phytoplankton and water masses from the Bransfield strait and elephant island during 2006 austral summerProtein quality in segregating families from crosses among peruvian racial composites of maize with two sources of opaque-2 gene author indexsubject indexarticles search
Home Pagealphabetic serial listing  

Services on Demand

Journal

Article

Indicators

  • Have no cited articlesCited by SciELO

Related links

Share


Ecología Aplicada

Print version ISSN 1726-2216

Abstract

CHUCHON MARTINEZ, Saúl A.  and  AYBAR ESCOBAR, Carlos A.. Fecal coliform bacteria removing capacity assessment and biochemical oxygen demand at "La Totora", Ayacucho, Peru, residual waters treatment plant. Ecol. apl. [online]. 2008, vol.7, n.1-2, pp.165-171. ISSN 1726-2216.

The research was conducted from March to July 2005 in order to determine the capacity of removing fecal coliform bacteria (FCB) and biochemical oxygen demand (BOD5) at "La Totora" Residual Waters Treatment Plant (RWTP) in the city of Ayacucho, Perú. Analyses were performed at the microbiology laboratory of the plant, where 70 water samples were analyzed. In order to quantify FCB, the Multiple Tube Fermentation (MTF) technique was employed and for BOD5, respirometry was used. With the results we calculated the percentage of FCB removal and BOD5 using the following formula: Removal% = [(C affluent-C effluent) / C tributary]x 100. The ability of BCF removal at "Totora" RWTP was 99.9850%, evacuating effluents with an average amount of 1.29 x 105 MPN/100 ml. This is poor, because to achieve an average amount of <103 MPN / 100 ml of BCF (Class III waters, General Law on Waters, DL 17752) RWTP should have a capacity of the removal of 99.9999%. BOD5 removal was 86.2%, with 46.35 mg / l evacuating effluents. This is also poor in relation to what is stated in the General Law on Waters. DL 17752 for Class III waters, which establishes a maximum concentration of 15 mg / l. In order to attain this concentration a removal of about 95.5947% would be required.

Keywords : Removal; fecal coliforms; biochemical oxygen demand; wastewater treatment plant Sewage.

        · abstract in Spanish     · text in Spanish     · Spanish ( pdf )