Gavala Hariklia N, Yenal Umur, Skiadas Ioannis V, Westermann Peter, Ahring Birgitte K
The Environmental Microbiology and Biotechnology Group, BIOCENTRUM-DTU, Bldg 227, Technical University of Denmark, Lyngby 2800, Denmark.
Water Res. 2003 Nov;37(19):4561-72. doi: 10.1016/S0043-1354(03)00401-9.
Anaerobic digestion is an appropriate technique for the treatment of sludge before final disposal and it is employed worldwide as the oldest and most important process for sludge stabilization. In general, mesophilic anaerobic digestion of sewage sludge is more widely used compared to thermophilic digestion. Furthermore, thermal pre-treatment is suitable for the improvement of stabilization, enhancement of dewatering of the sludge, reduction of the numbers of pathogens and could be realized at relatively low cost especially at low temperatures. The present study investigates (a) the differences between mesophilic and thermophilic anaerobic digestion of sludge and (b) the effect of the pre-treatment at 70 degrees C on mesophilic and thermophilic anaerobic digestion of primary and secondary sludge. The pre-treatment step showed very positive effect on the methane potential and production rate upon subsequent thermophilic digestion of primary sludge. The methane production rate was mostly influenced by the pre-treatment of secondary sludge followed by mesophilic and thermophilic digestion whereas the methane potential only was positively influenced when mesophilic digestion followed. Our results suggest that the selection of the pre-treatment duration as well as the temperature of the subsequent anaerobic step for sludge stabilization should depend on the ratio of primary to secondary sludge.
厌氧消化是污泥最终处置前的一种合适处理技术,作为污泥稳定化最古老且最重要的工艺,在全球范围内得到应用。一般而言,与嗜热消化相比,污水污泥的中温厌氧消化应用更为广泛。此外,热预处理适用于提高稳定性、增强污泥脱水效果、减少病原体数量,并且可以以相对较低的成本实现,尤其是在低温条件下。本研究调查了(a)污泥中温厌氧消化和嗜热厌氧消化之间的差异,以及(b)70摄氏度的预处理对初沉污泥和二沉污泥中温及嗜热厌氧消化的影响。预处理步骤对初沉污泥后续嗜热消化的甲烷潜力和产率显示出非常积极的影响。甲烷产率主要受二沉污泥预处理的影响,随后进行中温及嗜热消化,而只有在进行中温消化时,甲烷潜力才受到积极影响。我们的结果表明,污泥稳定化预处理持续时间以及后续厌氧步骤温度的选择应取决于初沉污泥与二沉污泥的比例。