Zilli M, Del Borghi A, Converti A
Department of Chemical and process Engineering G.B. Bonino, University of Genoa, Italy.
Appl Microbiol Biotechnol. 2000 Aug;54(2):248-54. doi: 10.1007/s002530000379.
A bench-scale biofilter with a 0.5-m high filter bed, inoculated with a toluene-degrading strain of Acinetobacter sp. NCIMB 9689, was used to study toluene removal from a synthetic waste air stream. Different sets of continuous tests were conducted at influent toluene concentrations ranging over 0.1-4.0 g m(-3) and at superficial gas velocities ranging over 17.8-255 m h(-1). The maximum volumetric toluene removal rate for the biofilter (242 g m(-3) h(-1)) was obtained at a superficial gas velocity of 127.5 m h(-1) (corresponding to a residence time of 28 s) and a toluene inlet concentration of 4.0 g m(-3). Under these operating conditions, toluene removal efficiency was only 0.238, which suggested that effective operation required higher residence times. Removal efficiencies higher than 0.9 were achieved at organic loads less than 113.7 g m(-3) h(-1). A macro-kinetic study, performed using concentration profiles along the bioreactor, revealed this process was limited by diffusion at organic loads less than 100 g m(-3) h(-1) and by biological reaction beyond this threshold.
一个滤床高度为0.5米的实验室规模生物滤池,接种了一株能降解甲苯的不动杆菌属菌株NCIMB 9689,用于研究从合成废气流中去除甲苯。在进水甲苯浓度范围为0.1 - 4.0克/立方米和表观气速范围为17.8 - 255米/小时的条件下进行了不同组的连续测试。生物滤池的最大甲苯体积去除率(242克/立方米·小时)是在表观气速为127.5米/小时(对应停留时间为28秒)和甲苯入口浓度为4.0克/立方米时获得的。在这些操作条件下,甲苯去除效率仅为0.238,这表明有效运行需要更长的停留时间。在有机负荷小于113.7克/立方米·小时时,去除效率高于0.9。一项利用沿生物反应器的浓度分布进行的宏观动力学研究表明,该过程在有机负荷小于100克/立方米·小时时受扩散限制,超过此阈值则受生物反应限制。