Arnaiz C, Gutierrez J C, Lebrato J
Departamento de Ingeniería Química y Ambiental, Escuela Universitaria Politécnica, Universidad de Sevilla, Virgen de Africa 7, 41011 Sevilla, Spain.
Bioresour Technol. 2006 Jul;97(10):1179-84. doi: 10.1016/j.biortech.2005.05.010. Epub 2005 Jul 11.
Sludge stabilization processes include both volatile solid destruction and biomass stabilization. Traditionally, both processes have been considered together, in such a way that, when volatile solid destruction is achieved, the biomass is considered stabilized. In this study, volatile solids reduction and biomass stabilization in the anaerobic digestion of primary, secondary and mixed sludges from municipal wastewater treatment plants were researched in batch cultures by measurements of suspended solids and suspended lipid-phosphate. The estimated kinetic constants were higher in all sludge types tested for the biomass stabilization process, indicating that volatile solids destruction and biomass stabilization are not parallel processes, since the latter one is reached before the former.
污泥稳定化过程包括挥发性固体的分解和生物质的稳定化。传统上,这两个过程被一并考虑,即当挥发性固体分解完成时,生物质就被认为是稳定的。在本研究中,通过测量悬浮固体和悬浮脂磷,在分批培养中研究了城市污水处理厂的初沉污泥、二沉污泥和混合污泥厌氧消化过程中的挥发性固体减少和生物质稳定化情况。对所有测试污泥类型的生物质稳定化过程而言,估算的动力学常数更高,这表明挥发性固体分解和生物质稳定化并非平行过程,因为后者在前者之前就已实现。