Oxygen transfer investigations in an aerobic granular sludge reactor

被引:0
|
作者
Cecconi, Francesca [1 ,2 ]
Garrido-Baserba, Manel [1 ,2 ]
Eschborn, Ralph [3 ]
Damerel, Jordan [4 ]
Rosso, Diego [1 ,2 ]
机构
[1] Univ Calif Irvine, Dept Civil & Environm Engn, Irvine, CA 92697 USA
[2] Univ Calif Irvine, Water Energy Nexus Ctr, Irvine, CA 92697 USA
[3] AECOM, Denver, CO USA
[4] Fairfield Suisun Sewer Dist, 1010 Chadbourne Rd, Fairfield, CA 94534 USA
关键词
FINE-PORE DIFFUSER; EXTRACELLULAR POLYMERIC SUBSTANCES; TRANSFER EFFICIENCY MEASUREMENTS; RATE CONTACT-STABILIZATION; WASTE-WATER; ACTIVATED-SLUDGE; AERATION EFFICIENCY; TECHNOLOGY; TIME; GROWTH;
D O I
10.1039/c9ew00784a
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
The aerobic granular sludge process is an alternative to the conventional activated sludge process adopted in water resource recovery facilities. This study presents the first independent assessment of aerobic granular sludge technology in terms of oxygen transfer efficiency and nutrient removal performance. Using off-gas testing, a full-depth pilot reactor with granular biomass was compared to an identical reactor with floccular biomass. The granular process presented lower oxygen transfer efficiency than the floccular sludge (2.3%/m vs. 3.2%/m, respectively). The granular sludge was also tested at different operating conditions in order to address potential retrofitting for existing aeration basins. With regard to oxygen transfer efficiency, the experiments show a marginal improvement at lower MLSS (similar to 0.2%/m) and at medium side-water-depth (similar to 0.3%/m). Satisfactory effluent water quality levels, in terms of nitrogen and phosphorous removal, were obtained for the granular sludge except for decreased MLSS conditions during which the nitrification/denitrification process was highly penalized.
引用
收藏
页码:679 / 690
页数:12
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