Full scale performance of the aerobic granular sludge process for sewage treatment
详细信息 查看全文
- 作者：M. Pronka ; 1 ; m.pronk@tudelft.nl" class="auth_mail" title="E-mail the corresponding author ; M.K. de Kreuka ; b ; 1 ; B. de Bruinc ; P. Kammingad ; R. Kleerebezema ; M.C.M. van Loosdrechta
- 关键词：Aerobic granular sludge ; Full scale ; Nutrient removal ; Sludge volume index ; Sewage treatment ; Granulation ; Energy
- 刊名：Water Research
- 出版年：2015
- 出版时间：1 November 2015
- 年：2015
- 卷：84
- 期：Complete
- 页码：207-217
- 全文大小：2511 K
文摘
- •
A robust and stable granule bed of more than 8 g L−1 was formed and maintained with an SVI5 of 45 mL g−1.
- •
The energy usage was 13.9 kWh (PE150, removed year)−1.
- •
The volume needed for the AGS plant was 33% lower than the existing CAS plant.
- •
Maximum volumetric conversion rates for N and P were 0.17 and 0.24 kg (m3 d)−1 respectively.