Ibrahim Rania, El Hassni Abdessamad, Navaee-Ardeh Shahram, Cabana Hubert
Université de Sherbrooke Water Research Group, Department of Civil and Building Engineering, Université de Sherbrooke, 2500 boul. de l'Université, Sherbrooke, Québec, J1K 2R1, Canada.
Benha Faculty of Engineering, Benha University, Benha, Egypt.
Environ Sci Pollut Res Int. 2022 Jan;29(1):431-443. doi: 10.1007/s11356-021-15525-7. Epub 2021 Jul 31.
Hydrogen sulfide (HS) is one of the main contaminants found in biogas, which is one of the end products of the anaerobic biodegradation of proteins and other sulfur-containing compounds in solid waste. The presence of HS is one of the factors limiting the valorization of biogas. To valorize biogas, HS must be removed. This study evaluated the performance of a pilot-scale biotrickling filter system on HS removal from landfill biogas. The biotrickling filter system, which was packed with stainless-steel pall rings and inoculated with an HS-oxidizing consortium, was designed to process 1 SCFM of biogas, which corresponds to an empty bed residence time (EBRT) of 3.9 min and was used to determine the removal efficiency of a high concentration of hydrogen sulfide from landfill biogas. The biofiltration system consisted of two biotrickling filters connected in series. Results indicate that the biofiltration system reduced HS concentration by 94 to 98% without reducing the methane concentration in the outlet biogas. The inlet concentration of hydrogen sulfide, supplied to the two-phase bioreactor, was in the range of 900 to 1500 ppmv, and the air flow rate was 0.1 CFM. The EBRTs of the two biotrickling filters were 3.9 and 0.9 min, respectively. Approximately 50 ± 15.7 ppmv of HS gas was detected in the outlet gas. The maximum elimination capacity of the biotrickling filter system was found to be 24 g HS·m·h, and the removal efficiency was 94 ± 4.4%. During the biological process, the performance of the biotrickling filter was not affected when the pH of the recirculated liquid decreased to 2-3. The overall performance of the biotrickling filter system was described using a modified Michaelis-Menten equation, and the K and V values for the biosystem were 34.7 ppmv and 20 g HS·m·h, respectively.
硫化氢(HS)是沼气中发现的主要污染物之一,沼气是固体废物中蛋白质和其他含硫化合物厌氧生物降解的最终产物之一。HS的存在是限制沼气资源化利用的因素之一。为了实现沼气的资源化利用,必须去除HS。本研究评估了中试规模生物滴滤系统对填埋场沼气中HS的去除性能。该生物滴滤系统填充有不锈钢鲍尔环,并接种了HS氧化菌群,设计用于处理1标准立方英尺每分钟的沼气,这对应于3.9分钟的空床停留时间(EBRT),并用于确定从填埋场沼气中去除高浓度硫化氢的效率。生物过滤系统由两个串联的生物滴滤器组成。结果表明,该生物过滤系统可将HS浓度降低94%至98%,而不会降低出口沼气中的甲烷浓度。供应到两相生物反应器的硫化氢入口浓度在900至1500 ppmv范围内,空气流速为0.1立方英尺每分钟。两个生物滴滤器的EBRT分别为3.9分钟和0.9分钟。在出口气体中检测到约50±15.7 ppmv的HS气体。生物滴滤系统的最大去除能力为24 g HS·m·h,去除效率为94±4.4%。在生物过程中,当循环液体的pH值降至2-3时,生物滴滤器的性能不受影响。使用修正的米氏方程描述了生物滴滤系统的整体性能,生物系统的K值和V值分别为34.7 ppmv和20 g HS·m·h。