Civil and Environmental Engineering, University of Waterloo, Waterloo, Ontario, Canada.
Royal HaskoningDHV, Amersfoort, Netherlands.
Water Environ Res. 2024 Jul;96(7):e11072. doi: 10.1002/wer.11072.
This work assessed the performance of a pilot-scale cascade anaerobic digestion (AD) system when treating mixed municipal wastewater treatment sludges. The cascade system was compared with a conventional continuous stirred tank reactor (CSTR) digester (control) in terms of process performance, stability, and digestate quality. The results showed that the cascade system achieved higher volatile solids removal (VSR) efficiencies (28-48%) than that of the reference (25-41%) when operated at the same solids residence time (SRT) in the range of 11-15 days. When the SRT of the cascade system was reduced to 8 days the VSR (32-36%) was only slightly less than that of the reference digester that was operated at a 15-day SRT (39-43%). Specific hydrolysis rates in the first stage of the cascade system were 66-152% higher than those of the reference. Additionally, the cascade system exhibited relatively stable effluent concentrations of volatile fatty acids (VFAs: 100-120 mg/l), while the corresponding concentrations in the control effluent demonstrated greater fluctuations (100-160 mg/l). The cascade system's effluent pH and VFA/alkalinity ratios were consistently maintained within the optimal range. During a dynamic test when the feed total solids concentration was doubled, total VFA concentrations (85-120 mg/l) in the cascade system were noticeably less than those (100-170 mg/l) of the control, while the pH and VFA/alkalinity levels remained in a stable range. The cascade system achieved higher total solids (TS) content in the dewatered digestate (19.4-26.8%) than the control (17.4-22.1%), and E. coli log reductions (2.0-4.1 log MPN/g TS) were considerably higher (p < 0.05) than those in the control (1.3-2.9 log MPN/g TS). Overall, operating multiple CSTRs in cascade mode at typical SRTs and mixed sludge ratios enhanced the performance, stability digesters, and digestate quality of AD. PRACTITIONER POINTS: Enhanced digestion of mixed sludge digestion with cascade system. Increased hydrolysis rates in the cascade system compared to a reference CSTR. More stable conditions for methanogen growth at both steady and dynamic states. Improved dewaterability and E. coli reduction of digestate from the cascade system.
本工作评估了中试规模级联厌氧消化(AD)系统处理混合城市污水处理污泥时的性能。该级联系统在工艺性能、稳定性和消化物质量方面与传统连续搅拌槽式反应器(CSTR)消化器(对照)进行了比较。结果表明,当以 11-15 天的相同固体停留时间(SRT)运行时,级联系统的挥发性固体去除(VSR)效率(28-48%)高于参考值(25-41%)。当级联系统的 SRT 降低到 8 天时,VSR(32-36%)仅略低于以 15 天 SRT 运行的参考消化器(39-43%)。级联系统第一级的特定水解率比参考值高 66-152%。此外,级联系统的挥发性脂肪酸(VFA:100-120mg/l)出口浓度相对稳定,而对照物的相应浓度波动较大(100-160mg/l)。级联系统的出口 pH 值和 VFA/碱度比始终保持在最佳范围内。在进料总固体浓度加倍的动态测试中,级联系统中的总 VFA 浓度(85-120mg/l)明显低于对照物(100-170mg/l),而 pH 值和 VFA/碱度水平仍保持稳定范围。级联系统的脱水消化物中总固体(TS)含量(19.4-26.8%)高于对照物(17.4-22.1%),大肠杆菌对数减少(2.0-4.1logMPN/gTS)也高得多(p<0.05)比对照物(1.3-2.9logMPN/gTS)。总体而言,在典型的 SRT 和混合污泥比下,以级联模式运行多个 CSTR 可提高 AD 的性能、稳定性和消化物质量。