Performance of the ANAMMOX process using multi- and single-fed upflow anaerobic sludge blanket reactors

被引:12
作者
Xing, Bao-Shan [1 ]
Qin, Tian-Yue [1 ]
Chen, Shen-Xing [1 ]
Zhang, Jue [1 ]
Guo, Li-Xin [1 ]
Jin, Ren-Cun [1 ]
机构
[1] Hangzhou Normal Univ, Dept Environm Sci & Engn, Hangzhou 310036, Zhejiang, Peoples R China
基金
中国国家自然科学基金;
关键词
ANAMMOX; Multi-fed; UASB; Stability; Granule characteristics; EXTRACELLULAR POLYMERIC SUBSTANCES; SEQUENCING BATCH REACTOR; UASB REACTORS; INHIBITION; OXIDATION; RECIRCULATION; STABILITY; FILTERS;
D O I
10.1016/j.biortech.2013.09.066
中图分类号
S2 [农业工程];
学科分类号
0828 ;
摘要
The performance of the ANAMMOX process was investigated in two identical laboratory-scale multi- and single-fed upflow anaerobic sludge blanket (UASB) reactors (denoted R-1 and R-0) at different hydraulic residence times (HRTs) varying from 2.06 to 1.52 h and NH4+-N-inf concentrations ranging from 70 to 266 mg L-1. The substrate removal efficiencies of both reactors decreased as HRT decreased and NH4+-N-inf increased. The kinetics of these reactions were analyzed, and the Stover-Kincannon model was appropriate to describe the process kinetics of the reactors. In addition, an empirical model incorporating the influent substrate concentration and HRT adequately described R-1. Shock experiments were conducted in which the reactors were subjected to transient shock loads. The results showed that the operation of R-1 was more stable than that of R-0, especially in response to the substrate shocks. Subsequently, the properties of the ANAMMOX granules and the effects of the feeding protocol on those properties were investigated. (C) 2013 Elsevier Ltd. All rights reserved.
引用
收藏
页码:310 / 317
页数:8
相关论文
共 33 条
[1]   Sustainable nitrogen elimination biotechnologies: A review [J].
Ahn, Young-Ho .
PROCESS BIOCHEMISTRY, 2006, 41 (08) :1709-1721
[2]  
[Anonymous], 2005, Standard methods for the examination of water and waste- water
[3]   SIMULTANEOUS DETERMINATION OF HEMES-A, HEMES-B, AND HEMES-C FROM PYRIDINE HEMOCHROME SPECTRA [J].
BERRY, EA ;
TRUMPOWER, BL .
ANALYTICAL BIOCHEMISTRY, 1987, 161 (01) :1-15
[4]   Anammox enrichment from different conventional sludges [J].
Chamchoi, Nutchanat ;
Nitisoravut, Suwanchai .
CHEMOSPHERE, 2007, 66 (11) :2225-2232
[5]  
Cuervo-López FM, 1999, WATER SCI TECHNOL, V40, P123, DOI 10.2166/wst.1999.0402
[6]   Granulation in high-load denitrifying upflow sludge bed (USB) pulsed reactors [J].
Franco, A ;
Roca, E ;
Lema, JM .
WATER RESEARCH, 2006, 40 (05) :871-880
[7]  
Jetten MSM, 1998, FEMS MICROBIOL REV, V22, P421, DOI 10.1111/j.1574-6976.1998.tb00379.x
[8]   Quantitative comparison of stability of ANAMMOX process in different reactor configurations [J].
Jin, Ren-Cun ;
Hu, Bao-Lan ;
Zheng, Ping ;
Qaisar, Mahmood ;
Hu, An-Hui ;
Islam, Ejazul .
BIORESOURCE TECHNOLOGY, 2008, 99 (06) :1603-1609
[9]   The importance of the substrate ratio in the operation of the Anammox process in upflow biofilter [J].
Jin, Ren-Cun ;
Xing, Bao-Shan ;
Yu, Jin-Jin ;
Qin, Tian-Yue ;
Chen, Shen-Xing .
ECOLOGICAL ENGINEERING, 2013, 53 :130-137
[10]   The effect of sulfide inhibition on the ANAMMOX process [J].
Jin, Ren-Cun ;
Yang, Guang-Feng ;
Zhang, Qian-Qian ;
Ma, Chun ;
Yu, Jin-Jin ;
Xing, Bao-Shan .
WATER RESEARCH, 2013, 47 (03) :1459-1469