Optimum cycle time for intermittent UASB reactors treating dairy wastewater

被引:26
|
作者
Nadais, H
Capela, I
Arroja, L
Duarte, A
机构
[1] Univ Aveiro, Envirorn & Planning Dept, P-3810193 Aveiro, Portugal
[2] Univ Aveiro, Dept Chem, P-3810193 Aveiro, Portugal
关键词
UASB; intermittent operation; dairy wastewater; optimum cycle time; flocculent sludge;
D O I
10.1016/j.watres.2005.01.020
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
This work accesses the influence of cycle duration on the intermittent operation of mesophilic UASB reactors inoculated with flocculent sludge and used in dairy wastewater (DWW) treatment. Five cycle lengths ranging from 24 to 144h were compared for loads between 2.5 and 29.0 g COD/l/d. COD balances are presented which demonstrate the importance of a feedless period in the conversion to methane of the substrates removed during the feed period. The maximum applicable loads determined for the system were higher for the longer cycle times. The higher conversion to methane of the removed COD was obtained for the 96 h cycle (48 h feed + 48 h feedless) resulting in a more stable operation. The 96 It cycle (48 h feed + 48 h feedless) was considered as the optimum for the treatment of dairy effluents in intermittent UASB reactors. Compared to the maximum applicable loads reported in the literature for continuous systems (3-6 g COD/l/d) treating dairy effluents the stable operation loads attained with intermittent operation were considerably higher (22 g COD/l/d). (c) 2005 Elsevier Ltd. All rights reserved.
引用
收藏
页码:1511 / 1518
页数:8
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