Simultaneous removal of phenol, ammonium and thiocyanate from coke wastewater by aerobic biodegradation.
A laboratory-scale activated sludge plant composed of a 20 L volume aerobic reactor followed by a 12 L volume settling tank and operating at 35 degrees C was used to study the biodegradation of coke wastewater. The concentrations of ammonium nitrogen (NH(4)(+) -N), phenols, chemical oxygen demand (COD) and thiocyanate (SCN(-)) in the wastewater ranged between 504 and 2,340, 110 and 350, 807 and 3,275 and 185 and 370 mg/L, respectively. The study was undertaken with and without the addition of bicarbonate. The addition of this inorganic carbon source was necessary to favour nitrification, as the alkalinity of the wastewater was very low. Maximum removal efficiencies of 75%, 98% and 90% were obtained for COD, phenols and thyocianates, respectively, without the addition of bicarbonate. The concentration of ammonia increased in the effluent due to both the formation of NH(4)(+) as a result of SCN(-) biodegradation and to organic nitrogen oxidation. A maximum nitrification efficiency of 71% was achieved when bicarbonate was added, the removals of COD and phenols being almost similar to those obtained in the absence of nitrification. Batch experiments were performed to study the influence of pH and alkalinity on the biodegradation of phenols and thiocyanate.
Vázquez
I
I
Department of Chemical Engineering and Environmental Technology, Higher Polytechnic School of Engineering, University of Oviedo, 33204 Gijón, Spain.
Rodríguez
J
J
Marañón
E
E
Castrillón
L
L
Fernández
Y
Y
D000332:Aerobiosis; D001639:Bicarbonates / Q000378:metabolism*; D003077:Coke; D006863:Hydrogen-Ion Concentration; D019800:Phenol / Q000378:metabolism*; D000644:Quaternary Ammonium Compounds / Q000302:isolation & purification*; D013861:Thiocyanates / Q000378:metabolism*; D014865:Waste Disposal, Fluid / Q000379:methods*
D001639:Bicarbonates; D003077:Coke; D000644:Quaternary Ammonium Compounds; D013861:Thiocyanates; D019800:Phenol; C031760:thiocyanate