Vlyssides Apostolos, Barampouti Elli Maria, Mai Sofia, Loukakis Haralampos, Loizides Michael
Laboratory of Organic & Environmental Technologies, School of Chemical Engineering, National Technical University of Athens, 9 Heroon Polytechniou Street, Zografou 15700, Greece.
Water Environ Res. 2009 Jun;81(6):587-91. doi: 10.2175/106143008x370520.
This study proposed a kinetic model for the aerobic degradation of high strength organic wastewaters with high concentrations of phenolic compounds. The model was based on the conventional Monod kinetic equation incorporating phenols' inhibition. Furthermore, a methodology for determining biokinetic constants was proposed. Olive-mill wastewater (OMWW) was used for the case study. The model and proposed methodology were fitted on the experimental data and it was proved that the aerobic degradation of OMWW was described satisfactorily. The following kinetic constants were determined: maximum specific substrate removal rate, 1.35 h(-1); minimum microorganisms decay rate, 0.01 h(-1); inhibition coefficient of phenolic compounds, 373 mg L(-1); half-saturation concentration in carbon units, 1004 mg L(-1); and decay acceleration coefficient of phenolic compounds, 231 mg L(-1). Finally, the biomass yield coefficient was found to be equal to 0.36. Thus, it was determined that the proposed methodology would be a useful tool for determining biokinetic constants of similar substrates.
本研究提出了一种用于有氧降解含高浓度酚类化合物的高强度有机废水的动力学模型。该模型基于纳入酚类抑制作用的传统莫诺德动力学方程。此外,还提出了一种确定生物动力学常数的方法。以橄榄果渣废水(OMWW)为例进行了研究。该模型和所提出的方法与实验数据相拟合,结果表明,OMWW的有氧降解得到了令人满意的描述。确定了以下动力学常数:最大比底物去除率为1.35 h⁻¹;最小微生物衰减率为0.01 h⁻¹;酚类化合物抑制系数为373 mg L⁻¹;以碳计的半饱和浓度为1004 mg L⁻¹;酚类化合物的衰减加速系数为231 mg L⁻¹。最后,发现生物量产率系数等于0.36。因此,确定所提出的方法将是确定类似底物生物动力学常数的有用工具。