Aeration optimization of a wastewater treatment plant using genetic algorithm

Optimal Control Applications and Methods

Volumn 28, Issue 3, 2007, Pages 191-208

  Holenda, B ^a   Domokos, E ^a   Redey A ^a   Fazakas, J ^b  

^a UNIVERSITY OF PANNONIA   (Hungary)

^b BABE BOLYAI UNIVERSITY   (Romania)

Author keywords

Alternating activated sludge process; ASMI; Dissolved oxygen control; Genetic algorithm

Indexed keywords

COMPUTATIONAL METHODS; ECONOMIC ANALYSIS; GENETIC ALGORITHMS; NITROGEN; OPTIMIZATION; RANDOM PROCESSES; SEWAGE AERATION; SWITCHING;

ALTERNATING ACTIVATED SLUDGE PROCESS; DISSOLVED OXYGEN CONTROL; WATER BODY;

WASTEWATER TREATMENT;

EID: 34250825842     PISSN: 01432087     EISSN: 10991514     Source Type: Journal    
DOI: 10.1002/oca.796     Document Type: Article

References (32)

1. Ip SY, Bridger JS, Mills NF. Effect of alternating aerobic and anaerobic conditions on the economics of the activated sludge system. Water Science and Technology 1987; 19(5-6):918-919.
2. Zhao H, Issues SH, Seberg H. Kummel M. An analysis of nitrogen removal and control strategies in an alternating activated sludge process. Water Research 1995; 29(2):535-544.
3. Vaccari DA, Christodoulatos C. A comparison of several control algorithms for activated sludge waste rate. Water Science and Technology 1989; 21:1249-1260.
4. Anderson JS. Kim H, McAvoy TJ, Hao OJ. Control of an alternating aerobic-anoxic activated sludge system Part I. Control Engineering Practice 2000; 8:271-278.
5. Hao OJ. Huang J. Alternating aerobic-anoxic process for nitrogen removal: performance evaluation. Water Environment Research 1996; 68(1):83-93.
6. Huang J. Hao OJ. Alternating aerobic-anoxic process for nitrogen removal: dynamic modelling. Water Environment Research 1996; 68(1):93-101.
7. Heduit A, Ducheme P, Sintes L. Optimization of nitrogen removal in small activated sludge plants. Water Science and Technology 1990; 22(3-4):123-130.
8. Kim H, McAvoy TJ, Anderson JS, Hao OJ. Control of an alternating aerobic-anoxic activated sludge system Part 2. Control Engineering Practice 2000; 8:279-289.
9. Chachuat B, Roche N, Latifi MA. Dynamic optimisation of small size wastewater treatment plants including nitrification and denitrification processes. Computers and Chemical Engineering 2001; 25(4-6):585- 593.
10. Chachuat B, Roche N, Latifi MA. Optimal aeration control of industrial alternating activated sludge plants. Biochemical Engineering Journal 2005; 23(3):277-289.
11. Chachuat B, Roche N, Latifi MA. Long-term optimal aeration strategies Tor small-size alternating activated sludge treatment plants. Chemical Engineering and Professing 2005; 44(5):593-606.
12. Fikar M, Chachuat B, Latifi MA. Optimal operation or alternating activated sludge processes. Control Engineering Practice 2005; 13(7):853-861.
13. Goldberg DE. Genetic Algorithms in Search, Optimization ami Machine Learning. Addison-Wesley: Reading, MA, 1989.
14. Ritzel BJ, Eheart JW, Ranjithan SR. Using genetic algorithms to solve a multiple objective ground-water pollution containment problem. Water Resources Research 1994; 30(5):1589.
15. Liong SY, Chan WT, ShreeRam J. Peak-flow forecasting with genetic algorithms and SWMM. Journal of Hydraulic Engineering 1995; 121(8):613.
16. Rauch W, Harremoes P. Genetic algorithms in real time control applied to minimize transient pollution from urban wastewater systems. Water Research 1999; 33(5): 1265-1277.
17. Kim S, Lee H, Kim J, Kim C, Ko J, Woo H, Kim S. Genetic algorithms for the application of Activated Sludge Model No. 1. Water Science and Technology 2002; 45(4-5):405-411.
18. Copp JB. The COST Simulation Benchmark; Description and Simulator Manual (COST Action 624 & COST Action 682). Office for Official Publications of the European Union: Luxembourg, 2002.
19. Doby TA, Loughlin DH, de los Reyes FL, Ducoste JJ. Optimization of activated sludge designs using genetic algorithms. Water Science and Technology 2002; 45(6):187-198.
20. Loughlin DH, Doby TA, Ducoste JJ, de los Reyes FL. System-wide optimization of wastewater treatment plants using genetic algorithms. World Water Congress, 2001.
21. Zhao H, Isaacs SH, Seberg H, Kummel M. Modeling and identification of an alternating activated sludge process. Process Systems Engineering Conference, Kyongju, Korea, 30 May-3 June 1994; 795-801.
22. Henze M, Grady Jr CPL, Gujer W, Marais GvR, Matsuo T. Activated Sludge Model No. 1. IAWPRC Scientific and Technical Reports No. 1. IWA Publishing: London, U.K., 1987.
23. Takács I, Patry GG, Nolasco D. A dynamic model of the clarification thickening process. Water Research 1991; 25(10):1263-1271.
24. Vanrolleghem P, Jeppsson U, Carstensen J, Carlsson B, Olsson G. Integration of wastewater treatment plant design and operation - a systematic approach to cost functions. Water Science and Technology 1996; 34(3-4): 159-171.
25. Vaxelaire J. Étude et modélisation de l'aération des stations d'épuration des eaux usées urbaines par agitation mécanique de surface. Ph.D. Thesis, Institut National Polytechnique de Lorraine, France, 1994.
26. Holland J. Adaptation in natural and artificial systems. Dissertation, University of Michigan, 1975.
27. Klapwijk A, Brouwer H, Vrolijk E, Kujawa K. Control of intermittently aerated nitrogen removal plants by detection endpoints of nitrification and denitrification using respirometra only. Water Research 1998; 43(5): 1700-1703.
28. Paul E, Plisson-Saune S, Mauret M, Cantet J. Process state evaluation of alternating oxic - anoxic activated sludge using ORP, pH and DO. Water Science and Technology 1998; 38(3):299-306.
29. Isaac S. Automatic adjustment of cycle length and aeration time for improved nitrogen removal in an alternating activated sludge process. Water Science and Technology 1997; 35(1):225-232.
30. Isaac S, Thornberg D. Rule based control of a periodic activated sludge process. Water Science und Technology 1998; 38(3):281-289.
31. Zhao H, Isaacs SH, Seberg H, Kummel M. A novel control strategy for improved nitrogen removal in an alternating activated sludge process. Part I: Process analysis. Water Research 1994; 28(3):521-534.
32. Zhao H, Isaacs SH. Seberg H, Kummel M. A novel control strategy for improved nitrogen removal in an alternating activated sludge process. Part II: Control development. Water Research 1994; 28(3):535-542.