Alvarez-Hornos F J, Gabaldón C, Martínez-Soria V, Martín M, Marzal P, Penya-Roja J M
Department of Chemical Engineering, University of Valencia, Dr Moliner, 50, 46100, Burjassot, Spain.
Bioresour Technol. 2008 Jan;99(2):269-76. doi: 10.1016/j.biortech.2006.12.022. Epub 2007 Feb 20.
In order to investigate suitable packing materials, a soil amendment composed of granular high mineralized peat (35% organic content) locally available has been evaluated as carrier material for biofiltration of volatile organic compounds in air by comparison with a fibrous peat (95% organic content). Both supports were tested to eliminate ethylbenzene from air streams in laboratory-scale reactors inoculated with a two-month conditioned culture. In pseudo-steady state operation, experiments at various ethylbenzene inlet loads (ILs) were carried out. Maximum elimination capacity of about 120 g m(-3) h(-1) for an IL of 135 g m(-3) h(-1) was obtained for the fibrous peat. The soil amendment reactor achieved a maximum elimination capacity of about 45 g m(-3) h(-1) for an inlet load of 55 g m(-3) h(-1). Ottengraf-van den Oever model was applied to the prediction of the performance of both biofilters. The influence of gas flow rate was also studied: the fibrous peat reactor kept near complete removal efficiency for empty bed residence times greater than 1 min. For the soil amendment reactor, an empty bed residence time greater than 2 min was needed to achieve adequate removal efficiency. Concentration profiles along the biofilter were also compared: elimination occurred in the whole fibrous peat biofilter, while in the soil amendment reactor the biodegradation only occurred in the first 65% part of the biofilter. Results indicated that soil amendment material, previously selected to increase the organic content, would have potential application as biofilter carrier to treat moderate VOC inlet loads.
为了研究合适的包装材料,已对一种由当地可得的颗粒状高矿化泥炭(有机含量35%)组成的土壤改良剂作为空气中挥发性有机化合物生物过滤的载体材料进行了评估,并与纤维状泥炭(有机含量95%)进行了比较。在接种了两个月驯化培养物的实验室规模反应器中,对这两种载体进行了从气流中去除乙苯的测试。在准稳态运行中,进行了各种乙苯入口负荷(ILs)的实验。对于纤维状泥炭,在入口负荷为135 g m(-3) h(-1)时,最大去除能力约为120 g m(-3) h(-1)。对于入口负荷为55 g m(-3) h(-1)的情况,土壤改良剂反应器的最大去除能力约为45 g m(-3) h(-1)。将奥滕格拉夫 - 范登奥弗模型应用于预测这两种生物滤池的性能。还研究了气体流速的影响:对于空床停留时间大于1分钟的情况,纤维状泥炭反应器的去除效率接近100%。对于土壤改良剂反应器,需要空床停留时间大于2分钟才能达到足够的去除效率。还比较了沿生物滤池的浓度分布:在整个纤维状泥炭生物滤池中都发生了去除,而在土壤改良剂反应器中,生物降解仅发生在生物滤池的前65%部分。结果表明,先前为增加有机含量而选择的土壤改良剂材料有潜力作为生物滤池载体用于处理中等的挥发性有机化合物入口负荷。