National Engineering Research Center for Urban Pollution Control, School of Environmental Science and Engineering, Tongji University, 1239 Siping Road, Shanghai 200092, PR China.
Bioresour Technol. 2012 Jan;104:150-6. doi: 10.1016/j.biortech.2011.10.090. Epub 2011 Nov 3.
Feasibility of high-solid anaerobic digestion of sewage sludge was investigated in single-stage completely stirred tank reactors at 35±1 °C. System stability and the effect of organic loading rate (OLR), sludge retention time (SRT) and total solid (TS) content on the performance of high-solid system was examined. Experimental results showed that, with the concentration of free ammonia nitrogen (FAN) lower than 600 mg l(-1), high-solid anaerobic digestion of sewage sludge could maintain satisfactory stability. Slight, moderate and significant inhibition was found with FAN concentration ranging from 250 to 400, 400 to 600 and 600 to 800 mg l(-1), respectively. The VFA/TA criteria could not foresee system instability in significant ammonia inhibition system by its traditional ratio grades. High-solid system could support higher OLR (4-6 times as high) and obtain similar methane yield and VS reduction as conventional low-solid system at the same SRT, thus reach much higher volumetric methane production rate.
在 35±1°C 的单级完全搅拌罐式反应器中研究了污水污泥的高固体厌氧消化的可行性。考察了系统稳定性以及有机负荷率(OLR)、污泥停留时间(SRT)和总固体(TS)含量对高固体系统性能的影响。实验结果表明,当游离氨氮(FAN)浓度低于 600mg/L 时,污水污泥的高固体厌氧消化可以保持令人满意的稳定性。当 FAN 浓度在 250 至 400mg/L、400 至 600mg/L 和 600 至 800mg/L 范围内时,分别观察到轻微、中度和显著抑制。传统的比值等级的 VFA/TA 标准不能预见在显著氨抑制系统中的系统不稳定性。高固体系统可以支持更高的 OLR(高达 4-6 倍),并且在相同的 SRT 下获得与传统低固体系统相似的甲烷产率和 VS 减少,从而达到更高的容积甲烷产率。