Aeration control for simultaneous nitrification-denitrification in a biological aerated filter using internal model approach

被引:9
作者
Lemoine, C.
Payraudeau, M.
Meinhold, J.
机构
[1] Anjou Rech, F-78603 Maisons Laffitte, France
[2] Veolia Water Tech Direct, F-94170 St Maurice, France
关键词
aeration; BAF; predictive control; simultaneous nitrification denitrification;
D O I
10.2166/wst.2006.753
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Experience has shown that simultaneous nitrification/denitrification in a biological aerated filter is possible. However these systems react very sensitively to the aeration control strategies applied. Poorly adapted control strategies induce a strong decrease in treatment efficiency. A new control strategy for simultaneous N/DN is developed. The strategy proposed makes use of ammonia measurements and the inlet and outlet: a Feedback/Feedforward block. Passing by a calculation of the load to be eliminated, an estimation of the air flow velocity to be applied is carried out dynamically. A retroactive loop corrects this prediction in order to reach exactly the desired set point. This control approach has been implemented and tested at pilot plant scale for a period of 18 months. The pilot plant consists of two coupled BAF cells, reflecting closely industrial scale situations. Comparative studies reveal clearly the improved performance of the developed FF/FB control strategy compared to classical controllers. The benefits include 5% increase in nitrogen removal performance and a reduction of 15 to 20% in air requirement, offering a rapid return of investment costs.
引用
收藏
页码:129 / 136
页数:8
相关论文
共 13 条
[11]  
RICHALET J, 1993, PRATIQUE COMMANDE PR
[12]   Control of the aeration volume in an activated sludge process for nitrogen removal [J].
Samuelsson, P ;
Carlsson, B .
WATER SCIENCE AND TECHNOLOGY, 2002, 45 (4-5) :45-52
[13]   Real-time control strategies for predenitrification nitrification activated sludge plants biodegradation control [J].
Suescun, J ;
Ostolaza, X ;
Garcia-Sanz, M ;
Ayesa, E .
WATER SCIENCE AND TECHNOLOGY, 2001, 43 (01) :209-216