Two-stage anaerobic co-digestion of waste activated sludge and fruit/vegetable waste using inclined tubular digesters

被引:77
作者
Dinsdale, RM
Premier, GC
Hawkes, FR [1 ]
Hawkes, DL
机构
[1] Univ Glamorgan, Sch Appl Sci, Pontypridd CF37 1DL, M Glam, Wales
[2] Univ Glamorgan, Sch Design & Adv Technol, Pontypridd CF37 1DL, M Glam, Wales
关键词
anaerobic digestion; two-stage; waste activated sludge; inclined tubular digester; fruit/vegetable waste;
D O I
10.1016/S0960-8524(99)00105-4
中图分类号
S2 [农业工程];
学科分类号
0828 ;
摘要
The anaerobic co-digestion of a 10% total solids (7.4% VS) waste activated sludge/fruit and vegetable mixture with approximately 25% of the VS arising from the fruit and vegetable waste was studied in duplicate two-stage systems. Acidogenic CSTRs and methanogenic inclined tubular digesters operated at 30 degrees C achieved stable anaerobic digestion at an overall system loading rate of 5.7 kg VS m(-3) d(-1), overall HRT of 13 days (3 day acidogenic HRT, 10 day methanogenic HRT), with 40% VS destruction and a system biogas yield of 0.37 m(3) kg VS-1 added. The biogas methane content was 68% and bicarbonate alkalinity in the methanogenic stage was over 4000 mg CaCO3 l(-1), although TVFA levels were relatively high at 1300 mg l(-1). By increasing the overall system HRT to 17 days (system OLR 4.3 kg VS m(-3) d(-1)) with the methanogenic HRT increased to 13 days, the average TVFA in the methanogenic stage was reduced to 300 mg l(-1) and the overall VS destruction was 44%. Using these results an embodiment design was developed for a full-scale plant. The duty cycle was such that HRTs could vary from 4 to 26 days in the case of the acidogenic stage and 10 to 65 days in the case of the methanogenic stage. (C) 1999 Elsevier Science Ltd. All rights reserved.
引用
收藏
页码:159 / 168
页数:10
相关论文
共 39 条
[1]  
APHA, 1989, STAND METH EX WAST W
[2]   Volatile solids reduction in two-phase and conventional anaerobic sludge digestion [J].
Bhattacharya, SK ;
Madura, RL ;
Walling, DA ;
Farrell, JB .
WATER RESEARCH, 1996, 30 (05) :1041-1048
[3]   Co-digestion of waste organic solids: batch studies [J].
Callaghan, FJ ;
Wase, DAJ ;
Thayanithy, K ;
Forster, CF .
BIORESOURCE TECHNOLOGY, 1999, 67 (02) :117-122
[4]   A combined anaerobic-aerobic system to treat domestic sewage in coastal areas [J].
Castillo, A ;
Cecchi, F ;
Mata-Alvarez, J .
WATER RESEARCH, 1997, 31 (12) :3057-3063
[5]  
CHANG TC, 1989, J CHEM TECHNOL BIOT, V45, P85
[6]  
CHAPMAN JM, 1986, THESIS POLYTECHNIC W
[7]  
CHIU YC, 1997, P 8 INT C AN DIG SEN, V2, P25
[8]  
Davis RD, 1996, J CHART INST WATER E, V10, P65
[9]   Innovative technology for the improvement of the anaerobic methane fermentation [J].
Dohanyos, M ;
Zabranska, J ;
Jenicek, P .
WATER SCIENCE AND TECHNOLOGY, 1997, 36 (6-7) :333-340
[10]  
EASTMAN JA, 1981, J WATER POLLUT CON F, V53, P352