BioMed Research International · 2013 · 106 citations · 34 references
EngineeringBiological EngineeringEnvironmental EngineeringBioreactor DesignWastewater TreatmentWater TreatmentBiological Treatment ProcessesNitrogen RemovalNutrient RemovalSequencing Batch ReactorsWaste TreatmentWastewater BiotreatmentAerobic TreatmentAerobic Treatment SystemsBiological Nitrogen RemovalNitrificationNutrient Solution ConcentrationRemovalSequencing Batch Reactor Nutrient RemovalSequencing Batch Reactor Operation
Slaughterhouse wastewater contains diluted blood, protein, fat, and suspended solids, as a result the organic and nutrient concentration in this wastewater is vary high and the residues are partially solubilized, leading to a highly contaminating effect in riverbeds and other water bodies if the same is let off untreated. The performance of a laboratory-scale Sequencing Batch Reactor (SBR) has been investigated in aerobic-anoxic sequential mode for simultaneous removal of organic carbon and nitrogen from slaughterhouse wastewater. The reactor was operated under three different variations of aerobic-anoxic sequence, namely, (4+4), (5+3), and (3+5) hr. of total react period with two different sets of influent soluble COD (SCOD) and ammonia nitrogen (NH4(+)-N) level 1000 ± 50 mg/L, and 90 ± 10 mg/L, 1000 ± 50 mg/L and 180 ± 10 mg/L, respectively. It was observed that from 86 to 95% of SCOD removal is accomplished at the end of 8.0 hr of total react period. In case of (4+4) aerobic-anoxic operating cycle, a reasonable degree of nitrification 90.12 and 74.75% corresponding to initial NH4(+)-N value of 96.58 and 176.85 mg/L, respectively, were achieved. The biokinetic coefficients (k, K(s), Y, k(d)) were also determined for performance evaluation of SBR for scaling full-scale reactor in future operation.
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Shuokr Qarani Aziz, Hamidi Abdul Aziz, Mohd Suffian Yusoff et al. · Journal of Hazardous Materials · 2011 · 189 citations
Engineering, Chemical Engineering, Environmental Engineering +16