One-stage partial nitritation-anammox treatment of reject water from high-solid-sludge anaerobic digestion with thermal hydrolysis pretreatment: Inhibition and system recovery

被引:7
|
作者
Cui, Rongrong [1 ,2 ]
Gong, Hui [2 ,3 ]
Xu, You [2 ]
Xu, Enhui [2 ]
Yang, Dianhai [2 ]
Gu, Guowei [2 ]
Dai, Xiaohu [2 ]
机构
[1] Shanghai Univ Elect Power, Coll Environm & Chem Engn, Shanghai 200090, Peoples R China
[2] Tongji Univ, Coll Environm Sci & Engn, State Key Lab Pollut Control & Resources Reuse, Shanghai 200092, Peoples R China
[3] 1239 Siping Rd, Shanghai 200092, Peoples R China
来源
JOURNAL OF ENVIRONMENTAL CHEMICAL ENGINEERING | 2022年 / 10卷 / 03期
基金
中国国家自然科学基金;
关键词
One-stage; Partial nitritation; Anammox; Reject water; High solid anaerobic digestion; Inhibition; WASTE-WATER; NITROGEN REMOVAL; START-UP; INTERMITTENT AERATION; TREATMENT PLANTS; OPERATION; REACTOR; TEMPERATURE; PERFORMANCE; DIVERSITY;
D O I
10.1016/j.jece.2022.107958
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
This study investigated the performance of a one-stage partial nitritation-anammox (PN/A) system for the treatment of reject water from high-solid-sludge anaerobic digestion with thermal hydrolysis pretreatment (THPAD). The proportion of reject water was gradually increased (10.8%, 23.2%, 36.4%, 73.7% and 100%) during the 90-day operation. The nitrogen loading rate (NLR) reached 0.44 kg N/m3/d using 73.7% reject water as influent, while it decreased to only 0.15 kg N/m3/d with 100% reject water. Meanwhile, sludge particles with diameters < 180 mu m became the largest granulometric fraction. Microbial community structure analysis indicated that the relative abundances of functional microorganisms became extremely low; e.g., 0.05% and 0.5% for Nitrosomonas and Candidatus Brocadia, respectively. An additional 47-day experiment was performed using only the anammox stage to evaluate the inhibition impacts of organics. This was fed with reject water with partial ammonia nitrogen stripping and nitrite nitrogen addition for the first 38 days and PN-treated reject water for days 39-47. Reject water with an 80% raw organic content demonstrated severe inhibition, with the NLR dropping from 1.27 kg N/m3/d to 0.27 kg N/m3/d. This, could be partially restored to 0.93 kg N/m3/d when the influent was pretreated by PN. It appears that the biodegradable organic matter inhibited the one-stage PN/A system more than the non-biodegradable fraction. After removal of biodegradable organics, the NRR of the anammox system recovered, indicating that two-stage PN/A has greater advantages in THP-AD reject water treatment than a onestage PN/A system.
引用
收藏
页数:10
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