Analysis of Water Application Planning (WAP) Model Using Modified Genetic Algorithm (GA)
Abstract
The water application planning (WAP) model is designed to minimise the amount of water used by industries using water reuse, recycling, and regeneration (for both reuse and recycling). The design of WAP becomes a complex task when multiple contaminants are treated in the same plant with the  use of multiple regeneration units. The modelling approach used was based on the concept of superstructure. The Genetic Algorithm (GA) which is an adaptive meta-heuristic search algorithm premised on the evolutionary ideas of natural selection and genetics, was used to find the solution to the modelled WAP problem. In order to increase the efficiency in obtaining the solutions of the model, the hybrid function was added to the GA, and the results obtained were compared with and without hybrid function. The behaviour of GA in solving WAP problems (with and without hybrid function) and the computing time to obtain the WAP model results was determined. The results show that there is a high efficiency in using the GA for solving the WAP problems (to minimise the total water consumption of the industrial processes). The GA produces results of the WAP problem in a short time of 3.4 to 10.1 seconds for the 2 to 10 industrial processes using a population size of 10 and 90% of the trial time, the optimum results were achieved.
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Bagajewicz, M., Rodera, H. and Savelski, M. 2002. Energy efficient water utilization systems in process plants. Computers and Chemical Engineering. 26(1): pp.59-79.
Bagajewicz, M. 2000. A review of recent design procedures for water networks in refineries and process plants. Computers and Chemical Engineering. 24(9): pp.2093-2113.
Boix, M., Montastruc, L., Pibouleau, L., Azzaro-Pantel, C., and Domenech, S., 2011 Multiobjective optimisation of industrial water Networks with contaminants. Comput. Aided Chem. Eng. 28(20), pp.859-864.
Chaturvedi, N. D. et al. 2016. Effect of multiple water resources in a flexible-schedule batch water network. Journal of Cleaner Production. 125: pp.245-252.
Davis, L., 1991. Handbook of Genetic Algorithms. Van Nostrand Reinhold, New York, NY.
Doyle, S. J. and Smith, R. 1997. Targeting Water Reuse with Multiple Contaminants. Process Safety and Environmental Protection. 75(3): pp.181-189.
Draper, A. J. et al. 2003. Economic-engineering optimisation for California water management. Journal of Water Resources Planning and Management. 129(3): pp.155-164.
Feng, X. and Chu, K. 2004. Cost optimisation of industrial wastewater reuse systems. Process Safety and Environmental Protection. 82(3): pp.249-255.
Feng, X., Bai, J. and Zheng, X. 2007. On the use of graphical method to determine the targets of single-contaminant regeneration recycling water systems. Chemical Engineering Science. 62(8): pp.2127-2138.
(Feng, X.; Li, Y.; and Shen, R. (2009).A new approach to design energy efficient water allocation networks. Appl. Therm. Eng., 29 (11–12), pp. 2302–2307),
Foo, D. C. Y., Manan, Z. A. and Tan, Y. L. 2005. Synthesis of maximum water recovery network for batch process systems. Journal of Cleaner Production. 13(15): pp.1381-1394.
Foo, D., Manan, Z. and Tan, Y. 2006. Use cascade analysis to optimise water networks. Chemical Engineering Progress. 102(7): pp.45-52.
Gunaratnam, M., Alva-Argáez, A., Kokossis, A., Kim, J.-K. & Smith, R., 2005, ‘Automated Design of Total Water Systems’, Industrial and Engineering Chemistry Research, 44(3), pp. 588–599.
Haupt, R.L. and Haupt, S.E., 2004. Practical Genetic Algorithms. John Wiley & Sons,Hoboken, NJ.Hawkes, F. et al. 2002. Sustainable fermentative hydrogen production: challenges for process optimisation. International Journal of Hydrogen Energy. 27(11): pp.1339-1347.
http://www.ece.northwestern.edu/local-apps/matlabhelp/toolbox/optim/tutor19b.html.
Savelski , J. M. and J. Bagajewicz, M. 2001. Algorithmic procedure to design water utilization systems featuring a single contaminant in process plants. Chemical Engineering Science. 56(5): pp.1897-1911.
Karuppiah, R. and Grossmann, I. E. (2006). Global optimisation for the synthesis of integrated water systems in chemical processes. Computers & Chemical Engineering. 30(4): pp.650-673.
Lavric, V., Iancu, P. and PleÅŸu, V. 2005. Genetic algorithm optimisation of water consumption and wastewater network topology. Journal of Cleaner Production. 13(15): pp.1405-1415.
Liu, T., Gao, X. and Wang, L. 2015. Multi-objective optimisation method using an improved NSGA-II algorithm for oil–gas production process. Journal of the Taiwan Institute of Chemical Engineers. 57: pp.42-53.
Liu, Z. et al. 2009. A Simple Method for Design of Water-Using Networks with Multiple Contaminants Involving Regeneration Reuse. AIChE Journal. 55(6): pp.1628-1633.
Olesen, S. G. and Polley, G. T. 1997. A Simple Methodology for the Design of Water Networks Handling Single Contaminants. Chemical Engineering Research and Design. 75(4): pp.420-426.
Prakotpol, D. and Srinophakun, T. 2004. GAPinch: genetic algorithm toolbox for water pinch technology. Chemical Engineering and Processing: Process Intensification. 43(2): pp.203-217.
Sharma, S. and Rangaiah, G. P. 2016. Designing, Retrofitting, and Revamping Water Networks in Petroleum Refineries Using Multiobjective Optimisation. Industrial and Engineering Chemistry Research. 55(1): pp.226-236.
Sujak S., Lim J.S., Wan Alwi S.R., Manan Z.A., (2015), A model for the design of optimal total water network (OTWN). Chemical Engineering Transactions, 45, pp.697-702 DOI:10.3303/CET1545117
Tiwari, S., Fadel, G., Koch, P., & Deb, K. (2009). Performance assessment of the hybrid Archive-based Micro Genetic Algorithm (AMGA) on the CEC09 test problems. 2009 IEEE Congress on Evolutionary Computation, 1935-1942.
Wang,Y.P. and Smith,R. (1995)Waste-Water Minimization with Flow-Rate Constraints. Journal of Chemical Engineering Research & Design Vol.73, No.8, Pp. 889-904. SN. 0263-8762.
Wang, B., Feng, X. and Zhang, Z. 2003. A design methodology for multiple-contaminant water networks with single internal water main. Computers and Chemical Engineering. 27(7): pp.903-911.
www.ece.northwestern.edu/local-apps/matlabhelp/toolbox/optim/tutor19b.html#27408
Zhou, H. and Smith, D. W. 2002. Advanced technologies in water and wastewater treatment. Journal of Environmental Engineering and Science. 1(4): pp.247-264.
OLESEN, S.G. and POLLEY, G.T., 1997. A Simple Methodology for the Design of Water Networks Handling Single Contaminants. Chemical Engineering Research and Design, 75(4), pp. 420-426.
Boix, M., Montastruc, L., Pibouleau, L., Azzaro-Pantel, C., and Domenech, S., 2010 Multiobjective optimisation of industrial water Networks with contaminants. Comput. Aided Chem. Eng. 28(20), pp.859-864.
Feng, X.; J. Bai, and X. S. Zheng; (2007): On the use of graphical method to determine the targets of single-contaminant regeneration recycling water systems. Chem Eng Sci, 62, pp. 2127–2138.
Yeomans, H.; Grossmann E.I. ;( 1999): A systematic modelling framework of superstructure optimisation in process synthesis
Srinivasa C., Ramgopal Reddyb B., Ramjic K., Naveend R. (2014). Sensitivity Analysis to Determine the Parameters of Genetic Algorithm for Machine Layout, 3rd International Conference on Materials Processing and Characterisation, Procedia Materials Science V6, pp 866 – 876. Available online at www.sciencedirect.com.
Silori, GK and Khanam S (2018): Performance analyses of LP and MILP solvers based on newly introduced scale: Case studies of water network problems in chemical processes. Chemical Engineering Research and Design, - Elsevier
Tsai, M.J., Chang, C.T., (2001). Water usage and treatment network design using genetic algorithms. Ind. Eng. Chem. Res. 40, 4874–4888.
Tudor, R., Lavric, V., (2010). Optimisation of total networks of water-using and treatment units by genetic algorithms. Ind. Eng. Chem. Res. 49, 3715–3731.
Tarek A. El-Mihoub, Adrian A. Hopgood, Lars Nolle, Alan Battersby (2006). Hybrid Genetic Algorithms: A Review. Engineering Letters, 13:2, EL_13_2_11 (Advance online publication: 4 August 2006).
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