Biodegradation of phenol with wastewater as a cosubstrate in upflow anaerobic sludge blanket

被引:12
|
作者
Gali, Veeresh S.
Kumar, Pradeep
Mehrotra, Indu [1 ]
机构
[1] Indian Inst Technol, Dept Civil Engn, Roorkee 247667, Uttar Pradesh, India
[2] Saintgits Coll Engn, Dept Civil Engn, Kottayam 686532, Kerala, India
来源
JOURNAL OF ENVIRONMENTAL ENGINEERING-ASCE | 2006年 / 132卷 / 11期
关键词
biodegradation; wastewater management; phenol;
D O I
10.1061/(ASCE)0733-9372(2006)132:11(1539)
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Anaerobic degradation of phenol mixed with a readily degradable synthetic wastewater (DSWW) as a cosubstrate was studied in a 12 L upflow anaerobic sludge blanket reactor at 30 +/- 2 degrees C over a period of 632 days. DSWW was prepared by diluting sugar cane based molasses. The biomass was acclimatized to high phenol concentration by gradually decreasing the DSWW chemical oxygen demand (COD) of 4,000 mg/L. Feed made up of phenol COD and DSWW COD in the ratio of 7:3 (phenol concentration = 1.176 mg/L) was successfully treated at a hydraulic retention time (HRT) of 12 h and organic loading rate (OLR) of 8 g COD/L day. Phenol removal ranged from 99.9 to 84% at phenol COD varying from 10 to 70% in the feed. During the entire operation, COD removal varied from about 74 to 91.3%. The influent COD was distributed into CH4-COD (similar to 72%), effluent COD (similar to 17%), and sludge and unaccounted COD (similar to 11%). The process failure occurred at 4:1 phenol COD: DSWW COD. Specific methanogenic activity of granular sludge exhibited uniform activity up to phenol COD of 70%. The performance of the reactor could not be maintained beyond 70% phenol COD even by reducing the sludge loading rate, increasing HRT, or decreasing OLR.
引用
收藏
页码:1539 / 1542
页数:4
相关论文
共 50 条
  • [31] Treatment of catechol bearing wastewater in an upflow anaerobic sludge blanket (UASB) reactor: Sludge characteristics
    Subramanyam, Revanuru
    Mishra, I. M.
    BIORESOURCE TECHNOLOGY, 2008, 99 (18) : 8917 - 8925
  • [32] Increased microbial resistance to toxic wastewater by sludge granulation in upflow anaerobic sludge blanket reactor
    Bae, JW
    Rhee, SK
    Kim, IS
    Hyun, SH
    Lee, ST
    JOURNAL OF MICROBIOLOGY AND BIOTECHNOLOGY, 2002, 12 (06) : 901 - 908
  • [33] Hydrodynamics of Upflow Anaerobic Sludge Blanket Reactors
    Ren, Ting-Ting
    Mu, Yang
    Ni, Bing-Jie
    Yu, Han-Qing
    AICHE JOURNAL, 2009, 55 (02) : 516 - 528
  • [34] A review of the upflow anaerobic sludge blanket reactor
    Nnaji, Chidozie Charles
    DESALINATION AND WATER TREATMENT, 2014, 52 (22-24) : 4122 - 4143
  • [35] Modelling of an Upflow Anaerobic Sludge Blanket reactor
    Rodriguez, R.
    Moreno, L.
    WATER POLLUTION X, 2010, 135 : 301 - 310
  • [36] ANAEROBIC TREATMENT OF INDUSTRIAL EFFLUENTS - THE UPFLOW ANAEROBIC SLUDGE BLANKET
    SCHNEIDER, E
    JORDAN, J
    PROCEEDINGS : 12TH INTERNATIONAL SYMPOSIUM ON WASTEWATER TREATMENT, 1989, : 385 - 386
  • [38] Effect of wastewater composition on the calcium carbonate precipitation in upflow anaerobic sludge blanket reactors
    Yang, Shucheng
    He, Yanling
    Liu, Yonghong
    Chou, Charles
    Zhang, Pengxiang
    Wang, Dongqi
    FRONTIERS OF ENVIRONMENTAL SCIENCE & ENGINEERING IN CHINA, 2010, 4 (02): : 142 - 149
  • [39] Performance study of hybrid upflow anaerobic sludge blanket reactor treating slaughterhouse wastewater
    Loganath, R.
    Mazumder, Debabrata
    JOURNAL OF THE INDIAN CHEMICAL SOCIETY, 2018, 95 (03) : 365 - 370
  • [40] Innovative anaerobic/upflow sludge blanket filtration bioreactor for phosphorus removal from wastewater
    Khorsandi, H.
    Movahedyan, H.
    Bina, B.
    Farrokhzadeh, H.
    ENVIRONMENTAL TECHNOLOGY, 2011, 32 (05) : 499 - 506