Park S J, Nam S L, Choi E S
Department of Civil and Environmental Engineering, Woo-Song University, 12-7 Jayang-Dong, Dong-Gu, Dae-Jeon, Korea.
Water Sci Technol. 2001;44(9):301-8.
A field experiment was conducted using a full-scale ceramic biofilter (approximately 150 m3/min) in order to determine the potential for biofiltration to remove malodorous gases from composting facilities. The main compounds found in malodorous gases were NH3 and H2S. These compounds were analyzed by a UV-spectrophotometer and gas chromatograph. The microbial carrier was a porous ceramic consisting of diatomite and fly ash. About 12 m3 of ceramic media inoculated with waste activated sludge were filled in the biofilter. The experimental conditions were space velocity of 500 hr(-1), empty bed residence time of 7.2 s, and linear velocity of 0.2 m/s. About 90 L/d of water were sprayed for the operation. The NH3 concentration in inlet gases ranged from 8 to 90 ppmv. The concentration of H2S ranged from 3.2-5.5 ppmv. The acclimation of the biofilter was slow, but more than 95% of removal efficiency was achieved after one month of operation. No nutrients were supplied to the biofilter. The pressure drop in the biofilter varied from 20-40 mmAq during the operation. The energy consumption of this biofilter was about 200 kW/d. It was estimated that the deodorization using this ceramic biofilter was successfully carried out to remove the odor emitted from composting facilities.
为了确定生物过滤法去除堆肥设施中恶臭气体的潜力,进行了一项使用全尺寸陶瓷生物滤池(约150立方米/分钟)的现场试验。恶臭气体中发现的主要化合物为NH₃和H₂S。这些化合物通过紫外分光光度计和气相色谱仪进行分析。微生物载体是一种由硅藻土和粉煤灰组成的多孔陶瓷。约12立方米接种了废弃活性污泥的陶瓷介质被填充到生物滤池中。实验条件为空间速度500小时⁻¹、空床停留时间7.2秒和线速度0.2米/秒。运行时每天喷洒约90升水。进气中的NH₃浓度范围为8至90 ppmv。H₂S浓度范围为3.2 - 5.5 ppmv。生物滤池的驯化过程缓慢,但运行一个月后去除效率达到了95%以上。未向生物滤池供应任何营养物质。运行期间生物滤池的压降在20 - 40毫米水柱之间变化。该生物滤池的能耗约为200千瓦/天。据估计,使用该陶瓷生物滤池成功实现了除臭,去除了堆肥设施排放的气味。