Chung Ying-Chien, Lin Yu-Yen, Tseng Ching-Ping
Department of Biological Science and Technology, China Institute of Technology Taipei 115, Taiwan, ROC.
Bioresour Technol. 2005 Nov;96(16):1812-20. doi: 10.1016/j.biortech.2005.01.003. Epub 2005 Mar 2.
High efficiency of NH3 and H2S removal from waste gases was achieved by the biotrickling filter. Granular activated carbon (GAC), inoculated with Arthrobacter oxydans CH8 for NH3 removal and Pseudomonas putida CH11 for H2S removal, was used as packing material. Under conditions in which 100% H2S was removed, extensive tests to eliminate high concentrations of NH3 emission-including removal characteristics, removal efficiency, and removal capacity of the system-were performed. The results of the Bed Depth Service Time (BDST) experiment suggested that physical adsorption of NH3 gas by GAC was responsible for the first 10 days, after which NH3 gas was biodegraded by inoculated microorganisms. The dynamic steady state between physical adsorption and biodegradation was about two weeks. After the system achieved equilibrium, the BAC biotrickling filter exhibited high adaptation to shock loading, elevated temperature, and flow rate. Greater than 96% removal efficiency for NH3 was achieved during the 140-day operating period when inlet H2S loading was maintained at 6.25 g-S/m3/h. During the operating period, the pH varied between 6.5 and 8.0 after the physical adsorption stage, and no acidification or alkalinity was observed. The results also demonstrated that NH3 removal was not affected by the coexistence of H2S while gas retention time was the key factor in system performance. The retention time of at least 65 s is required to obtain a greater than 95% NH3 removal efficiency. The critical loading of NH3 for the system was 4.2 g-N/m3/h, and the maximal loading was 16.2 g-N/m3/h. The results of this study could be used as a guide for further design and operation of industrial-scale systems.
生物滴滤塔对废气中的氨和硫化氢具有高效去除能力。以颗粒活性炭(GAC)为填料,接种氧化节杆菌CH8用于去除氨,恶臭假单胞菌CH11用于去除硫化氢。在100%去除硫化氢的条件下,对消除高浓度氨排放进行了广泛测试,包括系统的去除特性、去除效率和去除能力。床层深度服务时间(BDST)实验结果表明,GAC对氨的物理吸附作用在前10天起主要作用,之后氨被接种的微生物生物降解。物理吸附和生物降解之间的动态稳态约为两周。系统达到平衡后,BAC生物滴滤塔对冲击负荷、温度升高和流量具有较高的适应性。当进口硫化氢负荷保持在6.25 g-S/m³/h时,在140天的运行期内,氨的去除效率大于96%。在运行期间,物理吸附阶段后pH值在6.5至8.0之间变化,未观察到酸化或碱化现象。结果还表明,硫化氢的共存不影响氨的去除,而气体停留时间是系统性能的关键因素。要获得大于95%的氨去除效率,至少需要65 s的停留时间。该系统氨的临界负荷为4.2 g-N/m³/h,最大负荷为16.2 g-N/m³/h。本研究结果可为工业规模系统的进一步设计和运行提供指导。