YAN Xi-peng,XIAO Xiao-lan,QI Jin-peng,et al.Digestion of Excess Sludge in a Pilot Anaerobic Membrane Bioreactor[J].China Water & Wastewater,2020,36(19):1-8.
中试厌氧膜生物反应器对剩余污泥的消化效果
- Title:
- Digestion of Excess Sludge in a Pilot Anaerobic Membrane Bioreactor
- Keywords:
- anaerobic membrane bioreactor; excess sludge; two-stage anaerobic digestion; membrane fouling
- 摘要:
- 采用中试规模的内置式两级厌氧膜生物反应器对未经预处理的剩余污泥进行厌氧消化,考察其消化效能及膜运行性能。反应器分两阶段运行,第Ⅰ阶段(第1~59天)保持不排泥运行,有机负荷为0.58 kgVS/(m3·d),挥发性固体(VS)降解率为51.7%,单位产气量为0.143 m3/kgVS。不排泥运行条件下,反应罐内污泥总固体(TS)迅速累积到131.1 g/L,溶解性微生物产物(SMP)持续增加到27.0 mg/L。快速累积的污泥浓度及SMP使膜污染加剧,导致膜通量从1.74 L/(m2·h)降到0.60 L/(m2·h)。为解决此问题,第Ⅱ阶段(第60~90 天)开始排泥运行,此时有机负荷为0.50 kgVS/(m3·d),VS降解率为48.6%,单位产气量为0.139 m3/kgVS。通过排泥,罐内污泥TS降至(50±10) g/L,明显低于不排泥状态;SMP不再增加并保持动态平衡,而且此时的膜污染得到有效缓解,膜清洗间隔延长,表明厌氧消化过程中污泥性质的变化是导致膜污染加剧的主要原因,排泥能延缓膜污染。
- Abstract:
- Excess sludge without pretreatment was digested in a pilot internal two-stage anaerobic membrane bioreactor (AnMBR), and the digestion efficiency and membrane performance were investigated. The reactor was operated in two phases. During phase Ⅰ (days 1 to 59), the reactor operated without sludge discharge, the organic loading rate (OLR) was 0.58 kgVS/(m3·d), the volatile solid (VS) reduction rate was 51.7%, and the biogas yield was 0.143 m3/kgVS. The total solids (TS) of the sludge in the reactor quickly accumulated to 131.1 g/L, and the soluble microbial products (SMP) continuously increased to 27.0 mg/L. Rapid accumulation of sludge concentration and SMP aggravated membrane fouling, and membrane flux reduced from 1.74 L/(m2·h) to 0.60 L/(m2·h). In order to solve this problem, sludge was discharged during Phase Ⅱ (days 60 to 90), OLR was controlled to 0.50 kgVS/(m3·d), and VS reduction rate and the biogas yield were 48.6% and 0.139 m3/kgVS, respectively. TS decreased to (50±10) g/L by sludge discharge, which was significantly lower than that without sludge discharge. In addition, SMP no longer increased and maintained dynamic balance, and membrane fouling was effectively alleviated and membrane cleaning interval was prolonged. Therefore, the change of sludge properties during anaerobic digestion was the main cause of the increased membrane fouling, and sludge discharge could alleviate membrane fouling.
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