TY - JOUR
T1 - Development of novel control strategies for single-stage autotrophic nitrogen removal: A process oriented approach
AU - Vangsgaard, Anna Katrine
AU - Mauricio Iglesias, Miguel
AU - Gernaey, Krist
AU - Sin, Gürkan
PY - 2014
Y1 - 2014
N2 - The autotrophic nitrogen removing granular sludge process is a novel and intensified process. However, its stable operation and control remain a challenging issue. In this contribution, a process oriented approach was used to develop, evaluate and benchmark novel control strategies to ensure stable operation and rejection of disturbances. Three novel control strategies were developed, evaluated, and benchmarked against each other: a feedforward control (control structure 1 – CS#1), a rule-based feedback control (CS#2), and a feedforward–feedback controller, in which the feedback loop updates the set point of the feedforward loop (CS#3). The CS#1 gave the best performance against disturbances in the ammonium concentration, whereas the CS#2 provided the best performance against disturbances in the organic carbon concentration and dynamic influent conditions. The CS#3 rejected both disturbances satisfactorily. Thus, the appropriate design will depend on the specific disturbances in the influent generated in the upstream units of the wastewater treatment plant.
AB - The autotrophic nitrogen removing granular sludge process is a novel and intensified process. However, its stable operation and control remain a challenging issue. In this contribution, a process oriented approach was used to develop, evaluate and benchmark novel control strategies to ensure stable operation and rejection of disturbances. Three novel control strategies were developed, evaluated, and benchmarked against each other: a feedforward control (control structure 1 – CS#1), a rule-based feedback control (CS#2), and a feedforward–feedback controller, in which the feedback loop updates the set point of the feedforward loop (CS#3). The CS#1 gave the best performance against disturbances in the ammonium concentration, whereas the CS#2 provided the best performance against disturbances in the organic carbon concentration and dynamic influent conditions. The CS#3 rejected both disturbances satisfactorily. Thus, the appropriate design will depend on the specific disturbances in the influent generated in the upstream units of the wastewater treatment plant.
KW - Autotrophic nitrogen removal
KW - Control
KW - Process intensification
KW - Bioprocess modeling
KW - Anammox
U2 - 10.1016/j.compchemeng.2014.01.017
DO - 10.1016/j.compchemeng.2014.01.017
M3 - Journal article
SN - 0098-1354
VL - 66
SP - 71
EP - 81
JO - Computers & Chemical Engineering
JF - Computers & Chemical Engineering
ER -