Operating characteristics of baffled reactor under microaerobic conditions

被引:0
|
作者
Zhang, Jiankun [1 ,2 ]
Feng, Qiyan [1 ]
Sun, Ling [2 ]
Sun, Guangyin [1 ,3 ]
机构
[1] China Univ Min & Technol, Sch Environm Sci & Spatial Informat, Xuzhou, Jiangsu, Peoples R China
[2] Xuzhou Univ Technol, Sch Environm Engn, Xuzhou, Jiangsu, Peoples R China
[3] Hebei Univ Engn, Sch Energy & Environm, Handan, Peoples R China
关键词
Baffled reactor; Microaerobic; Wastewater; Operating characteristics; WASTE-WATER TREATMENT; PARTIAL NITRIFICATION; OXYGEN; METHANOGENESIS; GRANULES;
D O I
10.5004/dwt.2018.22410
中图分类号
TQ [化学工业];
学科分类号
0817 ;
摘要
A comparative experimental study was conducted on chemical oxygen demand (COD) elimination, effluent volatile fatty acids (VFAs), biogas production, granular sludge average particle-size distribution, and other indicators of baffled reactors operated under microaerobic or anaerobic conditions. The results show that the addition of an appropriate amount of oxygen improves COD elimination rate, increases biogas production, and reduces the effluent VFA concentration of the anaerobic baffled reactor (ABR), with no toxicity toward the methane bacteria. Regarding influent COD levels in the microaerobic baffled reactor of 1,320 +/- 20 mg/L, 1,860 +/- 20 mg/L, 2,550 +/- 20 mg/L, 3,150 +/- 20 mg/L, 3,620 +/- 20 mg/L, and 4,150 +/- 20 mg/L, compared with those in the ABR, the COD elimination rates increased by 3.45%, 2.27%, 1.98%, 1.82%, 1.84%, and 1.50%, respectively, and biogas production levels increased by 155.76%, 114.93%, 94.90%, 92.16%, 87.38%, and 48.94%, respectively. The effluent VFA concentrations of the two reactors were both less than 150 mg/L, with the effluent VFAs of the microaerobic baffled reactor less volatile and lower in concentration, with steadier change. The granular sludge average particle-size distribution of the microaerobic baffled reactor was mainly concentrated at 1-2 mm, indicating the enhanced activity of the granular sludge.
引用
收藏
页码:191 / 197
页数:7
相关论文
共 50 条
  • [1] HYDRODYNAMIC CHARACTERISTICS OF THE ANAEROBIC BAFFLED REACTOR
    GROBICKI, A
    STUCKEY, DC
    [J]. WATER RESEARCH, 1992, 26 (03) : 371 - 378
  • [2] Performance and characteristics of an anaerobic baffled reactor
    Wang, JL
    Huang, YH
    Zhao, X
    [J]. BIORESOURCE TECHNOLOGY, 2004, 93 (02) : 205 - 208
  • [3] Field-scale anaerobic baffled reactor for domestic wastewater treatment: effect of dynamic operating conditions
    Yenji, S. S.
    Munavalli, G. R.
    Koli, M. M.
    [J]. WATER PRACTICE AND TECHNOLOGY, 2021, 16 (01) : 42 - 58
  • [4] The anaerobic baffled reactor (ABR) treating communal wastewater under mesophilic conditions: a review
    Reynaud, N.
    Buckley, C. A.
    [J]. WATER SCIENCE AND TECHNOLOGY, 2016, 73 (03) : 463 - 478
  • [5] PERFORMANCE-CHARACTERISTICS OF THE ANAEROBIC BAFFLED REACTOR
    BACHMANN, A
    BEARD, VL
    MCCARTY, PL
    [J]. WATER RESEARCH, 1985, 19 (01) : 99 - 106
  • [6] Influence of shock loading on the operating performance of an anaerobic baffled reactor
    Nie, Hui-Yuan
    Sun, Chang-Ling
    Xie, Rui-Ying
    Liu, Jie
    Li, Wei-Min
    [J]. Chongqing Jianzhu Daxue Xuebao/Journal of Chongqing Jianzhu University, 2008, 30 (04): : 129 - 131
  • [7] PERFORMANCE OF THE ANAEROBIC BAFFLED REACTOR UNDER STEADY-STATE AND SHOCK LOADING CONDITIONS
    GROBICKI, A
    STUCKEY, DC
    [J]. BIOTECHNOLOGY AND BIOENGINEERING, 1991, 37 (04) : 344 - 355
  • [8] Characteristics of Activated Sludge in an Anoxic Baffled Reactor
    Wu, Huifang
    Sun, Jian
    Kong, Huoliang
    Wang, Shihe
    Deng, Feng
    [J]. CLEAN-SOIL AIR WATER, 2013, 41 (01) : 74 - 79
  • [9] Analysis of a membrane reactor: Influence of membrane characteristics and operating conditions
    Tanna, Nikunj P.
    Mayadevi, S.
    [J]. INTERNATIONAL JOURNAL OF CHEMICAL REACTOR ENGINEERING, 2007, 5
  • [10] Dynamic characteristics of a VK-50 reactor operating under conditions of the loss of a normal feedwater flow
    I. I. Semidotskiy
    A. S. Kurskiy
    [J]. Physics of Atomic Nuclei, 2013, 76 : 1601 - 1606