Full scale performance of the aerobic granular sludge process for sewage treatment

被引:521
|
作者
Pronk, M. [1 ]
de Kreuk, M. K. [1 ,2 ]
de Bruin, B. [3 ]
Kamminga, P. [4 ]
Kleerebezem, R. [1 ]
van Loosdrecht, M. C. M. [1 ]
机构
[1] Delft Univ Technol, Dept Biotechnol, NL-2628 BC Delft, Netherlands
[2] Delft Univ Technol, Dept Water Management, NL-2628 CN Delft, Netherlands
[3] Royal HaskoningDHV BV, NL-3800 BC Amersfoort, Netherlands
[4] Waterschap Noorderzijlvest, NL-9735 AC Groningen, Netherlands
关键词
Aerobic granular sludge; Full scale; Nutrient removal; Sludge volume index; Sewage treatment; Granulation; Energy; SEQUENCING BATCH REACTOR; WASTE-WATER; PHOSPHORUS REMOVAL; ACTIVATED-SLUDGE; AMMONIUM ADSORPTION; COMMUNITY STRUCTURE; NITROGEN REMOVAL; NUTRIENT REMOVAL; BACTERIA; SYSTEM;
D O I
10.1016/j.watres.2015.07.011
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Recently, aerobic granular sludge technology has been scaled-up and implemented for industrial and municipal wastewater treatment under the trade name Nereda (R). With full-scale references for industrial treatment application since 2006 and domestic sewage since 2009 only limited operating data have been presented in scientific literature so far. In this study performance, granulation and design considerations of an aerobic granular sludge plant on domestic wastewater at the WWTP Garmerwolde, the Netherlands were analysed. After a start-up period of approximately 5 months, a robust and stable granule bed (>8 g L-1) was formed and could be maintained thereafter, with a sludge volume index after 5 min settling of 45 mL g(-1). The granular sludge consisted for more than 80% of granules larger than 0.2 mm and more than 60% larger than 1 mm. Effluent requirements (7 mg N L-1 and 1 mg P L-1) were easily met during summer and winter. Maximum volumetric conversion rates for nitrogen and phosphorus were respectively 0.17 and 0.24 kg (m(3) d)(-1). The energy usage was 13.9 kWh (PE150.year)(-1) which is 58-63 % lower than the average conventional activated sludge treatment plant in the Netherlands. Finally, this study demonstrated that aerobic granular sludge technology can effectively be implemented for the treatment of domestic wastewater. (C) 2015 Elsevier Ltd. All rights reserved.
引用
收藏
页码:207 / 217
页数:11
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