Choi Jeong Hak, Kim Young Hun, Joo Duk Jong, Choi Sang June, Ha Tae Wook, Lee Dal Hoon, Park In Ho, Jeong Yun Seok
Department of Environmental Engineering, Kyungpook National University, Taegu, Korea.
J Air Waste Manag Assoc. 2003 Jan;53(1):92-101. doi: 10.1080/10473289.2003.10466115.
The characteristics of ammonia removal by two types of biofilter (a standard biofilter with vertical gas flow and a modified biofilter with horizontal gas flow) were investigated. A mixture of organic materials such as compost, bark, and peat was used as the biofilter media based on the small-scale column test for media selection. Complete removal capacity, defined as the maximum inlet load of ammonia that was completely removed, was obtained. The modified biofilter showed complete removal up to 1.0 g N/kg dry material/day. However, the removal capacity of the standard biofilter started to deviate from complete removal around 0.4 g N/kg dry material/day, indicating that the modified biofilter system has higher removal efficiency than the standard upflow one. In kinetic analysis of the biological removal of ammonia in each biofilter system, the maximum removal rate, Vm, was 0.93 g N/kg dry material/day and the saturation constant, Ks, was 32.55 ppm in the standard biofilter. On the other hand, the values of Vm and Ks were 1.66 g N/kg dry material/day and 74.25 ppm, respectively, in the modified biofilter system.
研究了两种生物滤池(垂直气流标准生物滤池和水平气流改良生物滤池)的氨去除特性。基于用于介质选择的小规模柱试验,使用堆肥、树皮和泥炭等有机材料的混合物作为生物滤池介质。获得了完全去除容量,其定义为被完全去除的氨的最大入口负荷。改良生物滤池在高达1.0 g N/kg干物质/天的情况下实现了完全去除。然而,标准生物滤池的去除容量在约0.4 g N/kg干物质/天左右开始偏离完全去除,这表明改良生物滤池系统比标准上流式生物滤池具有更高的去除效率。在每个生物滤池系统中氨生物去除的动力学分析中,标准生物滤池的最大去除速率Vm为0.93 g N/kg干物质/天,饱和常数Ks为32.55 ppm。另一方面,改良生物滤池系统中Vm和Ks的值分别为1.66 g N/kg干物质/天和74.25 ppm。