Potential treatment alternative for laboratory effluents.
The Chemical Analysis Laboratory under study weekly generates 46.5 L effluent with low pH (0.7), high COD concentration (6535 mg O2/L), sulphate (10390 mg/L) and heavy metals (213 mg Hg/L, 55 mg Cr/L, 28 mg Al/L, 22 mg Fe/L, 10mg Cu/L, 4 mg Ag/L). A treatment sequence has been proposed using a physical chemical step (coagulation/flocculation or chemical precipitation) followed by a biological step (anaerobic treatment). Removals of COD (18%), turbidity (76%) and heavy metals (64-99%) were attained only after adjusting pH to 6.5, without requiring the addition of Al2(SO4)3 and FeCl3. Due to the low COD:sulphate ratio (0.9-1.3), it was possible to efficiently operate the UASB reactor (at the biological step) only upon mixing the effluent with household wastewater. COD, sulphate and heavy metals removals of 60%, 23% and 78% to 100%, respectively, were attained for 30% effluent in the reactor feed. The results pointed to the need of a pretreatment step and mixing the effluent in household wastewater prior to the biological step. This alternative is feasible as this can be achieved using sanitary wastewater generated in the university campus.
Alves
Larissa C
LC
Department of Chemical Engineering, Federal University of Uberlândia, P.O. Box 593, 38400-902, Uberlândia, MG, Brazil.
Henrique
Humberto M
HM
Xavier
Alcina M F
AM
Cammarota
Magali C
MC
D001421:Bacteria, Anaerobic / Q000378:metabolism; D019149:Bioreactors; D001938:Brazil; D056246:Chemistry, Analytic; D002627:Chemistry, Physical / Q000379:methods; D007753:Laboratories; D019216:Metals, Heavy / Q000032:analysis / Q000378:metabolism; D010100:Oxygen / Q000378:metabolism; D014495:Universities; D014865:Waste Disposal, Fluid / Q000295:instrumentation / Q000379:methods*; D014874:Water Pollutants, Chemical / Q000032:analysis*
D019216:Metals, Heavy; D014874:Water Pollutants, Chemical; D010100:Oxygen