Aerobic and two-stage anaerobic-aerobic sludge digestion with pure oxygen and air aeration

被引:62
作者
Zupancic, Gregor D. [1 ]
Ros, Milenko [1 ]
机构
[1] Natl Inst Chem, SI-1001 Ljubljana, Slovenia
关键词
aerobic digestion; anaerobic digestion; pure oxygen digestion; nitrification; ammonium nitrogen removal;
D O I
10.1016/j.biortech.2006.11.054
中图分类号
S2 [农业工程];
学科分类号
0828 ;
摘要
The degradation using either air or pure oxygen at different temperatures. Sludge treated with pure oxygen was degraded at temperatures from 22 degrees C to 50 degrees C while samples treated with air were degraded between 32 degrees C and 65 degrees C. Using air, sludge is efficiently degraded at 37 degrees C and at 50-55 degrees C. With oxygen, sludge was most effectively degraded at 38 degrees C or at 25-30 degrees C. Two-stage anaerobic-aerobic processes were studied. The first anaerobic stage was always operated for 5 days HRT, and the second stage involved aeration with pure oxygen and an HRT between 5 and 10 days. Under these conditions, there is 53.5% VSS removal and 55.4% COD degradation at 15 days HRT - 5 days anaerobic, 10 days aerobic. Sludge digested with pure oxygen at 25 degrees C in a batch reactor converted 48% of sludge total Kjeldahl nitrogen to nitrate. Addition of an aerobic stage with pure oxygen aeration to the anaerobic digestion enhances ammonium nitrogen removal. In a two-stage anaerobic-aerobic sludge digestion process within 8 days HRT of the aerobic stage, the removal of ammonium nitrogen was 85%. (C) 2006 Elsevier Ltd. All rights reserved.
引用
收藏
页码:100 / 109
页数:10
相关论文
共 24 条
[1]  
Aasheim S E., 1985, Sludge Stabilization - Manual of practice FD-9
[2]   Nitrogen transformations during aerobic/anoxic sludge digestion [J].
Al-Ghusain, I ;
Hamoda, MF ;
Ei-Ghany, MA .
BIORESOURCE TECHNOLOGY, 2002, 85 (02) :147-154
[3]  
[Anonymous], 1992, WATER QUALITY MANAGE
[4]   EFFECT OF TEMPERATURE AND PH ON THE EFFECTIVE MAXIMUM SPECIFIC GROWTH-RATE OF NITRIFYING BACTERIA [J].
ANTONIOU, P ;
HAMILTON, J ;
KOOPMAN, B ;
JAIN, R ;
HOLLOWAY, B ;
LYBERATOS, G ;
SVORONOS, SA .
WATER RESEARCH, 1990, 24 (01) :97-101
[5]  
APHA/AWWA/WEF , 1998, STAND METH EX WAT WA
[6]  
Crites R.W., 1998, SMALL DECENTRALIZED
[7]   PERFORMANCE OF AEROBIC DIGESTION AT DIFFERENT SLUDGE SOLID LEVELS AND OPERATION PATTERNS [J].
GANCZARCZYK, J ;
HAMODA, MF ;
WONG, HL .
WATER RESEARCH, 1980, 14 (06) :627-633
[8]   CONTROL OF AEROBIC DIGESTION BY SUBSTRATE CONCENTRATION [J].
HAMODA, MF ;
GANCZARCZYK, J .
CANADIAN JOURNAL OF CIVIL ENGINEERING, 1980, 7 (03) :456-465
[9]   Effect of intermittent aeration on the decrease of biological sludge amount [J].
Jung, SJ ;
Miyanaga, K ;
Tanji, Y ;
Unno, H .
BIOCHEMICAL ENGINEERING JOURNAL, 2006, 27 (03) :246-251
[10]  
MASON CA, 1987, APPL MICROBIOL BIOT, V25, P568