Holistic approach for design of minimum water networks using the mixed integer linear programming (milp) technique

Industrial and Engineering Chemistry Research

Volumn 49, Issue 12, 2010, Pages 5742-5751

  Handani, Zainatul B ^a   Wan Alwi, Sharifah R ^a   Hashim, Haslenda ^a   Manan, Zainuddin A ^a  

^a UNIVERSITI TEKNOLOGI MALAYSIA   (Malaysia)

Author keywords

[No Author keywords available]

Indexed keywords

CHLOR-ALKALI PLANTS; FRESH WATER; FRESH WATER CONSUMPTION; HOLISTIC APPROACH; MANUFACTURING PLANT; MILP MODEL; MIXED INTEGER LINEAR PROGRAMMING MODEL; MIXED-INTEGER LINEAR PROGRAMMING; MULTIPLE CONTAMINANTS; URBAN BUILDINGS; WASTEWATER GENERATION; WATER MINIMIZATION; WATER NETWORKS; WATER TARGET; WATER UTILIZATION NETWORKS;

INTEGER PROGRAMMING; LINEARIZATION; OPTIMIZATION; WASTEWATER; WATER SUPPLY;

WATER MANAGEMENT;

EID: 77953344406     PISSN: 08885885     EISSN: 15205045     Source Type: Journal    
DOI: 10.1021/ie1000357     Document Type: Article

References (40)

1. Wang, Y. P.; Smith, R. Wastewater minimization Chem. Eng. Sci. 1994, 49, 981-1006
2. Manan, Z. A.; Tan, Y. L.; Foo, D. C. Y. Targeting the minimum water flowrate using water cascade analysis technique AIChE J. 2004, 50 (12) 3169-3183
3. Dhole, V. R.; Ramchandani, N.; Tainsh, R. A.; Wasilewski, M. Make your process water pay for itself Chem. Eng. 1996, 103, 100-103
4. Sorin, M.; Beédard, S. The global pinch point in water reuse networks Trans. Inst. Chem. Eng. Part B 1999, 77, 305-308
5. Hallale, N. A new graphical targeting method for water minimization Adv. Environ. Res. 2002, 6 (3) 377-390
6. Aly, S.; Abeer, S.; Awad, M. A new systematic approach for water network design Clean Technol. Environ. Policy 2005, 7 (3) 154-161
7. Prakash, R.; Shenoy, U. V. Targeting and design of water networks for fixed flowrate and fixed contaminant load operations Chem. Eng. Sci. 2005, 60 (1) 255-268
8. Wan Alwi, S. R.; Manan, Z. A. Generic Graphical Technique for Simultaneous Targeting and Design of Water Networks Ind. Eng. Chem. Res. 2008, 47, 2762-2777
9. Takama, N.; Kuriyama, T.; Shikoko, K.; Umeda, T. Optimal water allocation in petroleum refinery Comput. Chem. Eng. 1980, 4, 251-258 (Pubitemid 11451158)
10. Doyle, S. J.; Smith, R. Targeting water reuse with multiple contaminants Trans. Inst. Chem. Eng. Part B 1997, 75, 181-189
11. Alva-Argaéez, A.; Vallianatos, A.; Kokosis, A. A multi-contaminant transshipment model for mass-exchange networks and wastewater minimization problems Comput. Chem. Eng. 1999, 23 (10) 1439-1453
12. Huang, C.-H.; Chang, C.-T.; Ling, H. C.; Chang, H.-L. A mathematical programming model for water usage and treatment network design Ind. Eng. Chem. Res. 1999, 38, 2666-2679
13. Mann, J. G.; Liu, Y. A. Industrial Water Reuse and Wastewater Minimization; McGraw-Hill: New York, 1999.
14. Bagajewicz, M. J.; Rivas, M.; Savelski, M. J. A robust method to obtain optimal and sub-optimal design and retrofit solutions of water utilization systems with multiple contaminants in process plants Comput. Chem. Eng. 2000, 24, 1461-1466
15. Dunn, R. F.; Wenzel, H.; Overcash, M. R. Process integration design methods for water conservation and wastewater reduction in industry, Part 2: design for multiple contaminants Clean Prod. Process. 2001, 3, 319-329
16. Wang, B.; Feng, X.; Zhang, Z. A. Design methodology for multiple-contaminant water networks with single internal main Comput. Chem. Eng. 2003, 27, 903-911
17. Savelski, M. J.; Bagajewicz, M. J. On the necessary conditions of optimality of water utilization systems in process plants with multiple contaminants Chem. Eng. Sci. 2003, 58, 5349-5362
18. Teles, J.; Castro, P. M.; Novais, A. Q. LP-based solution strategies for the optimal design of industrial water networks with multiple contaminants Chem. Eng. Sci. 2008, 63, 376-394
19. Quesada, I.; Grossmann, I. Global optimization of bilinear process networks with multicomponent flows Comput. Chem. Eng. 1995, 19 (12) 1219-1242
20. Gunaratnam, M.; Alva-Algaeéz, A.; Kokossis, A.; Kim, J.-K.; Smith, R. Automated Design of Total Water Systems Ind. Eng. Chem. Res. 2005, 44, 558-599
21. Putra, Z. A. A Two-Step Optimization Approach for Retrofit of Water Network System. M.Sc. Thesis, Universiti Teknologi PETRONAS, Malaysia, 2007.
22. Castro, P. M.; Matos, H. A.; Novais, A. Q. An efficient heuristic procedure for the optimal design of wastewater treatment systems Res. Conserv. Recycl. 2007, 50 (2) 158-185
23. Handani, Z. B.; Wan Alwi, S. R.; Hashim, H.; Manan, Z. A. Simultaneous Targeting and Design of Minimum Water Networks involving Multiple Contaminants. RSCE-SOMCHE 2008 Proceedings, Kuala Lumpur, Malaysia, December 2-3, 2008.
24. Feng, X.; Bai, J.; Zheng, X. On the use of graphical method to determine the targets of single-contaminant regeneration recycling water systems Chem. Eng. Sci. 2, 007 (62) 2127-2138
25. Bagajewicz, M. J.; Savelski, M. J. On the use of linear models for the design of water utilisation systems in process plants with a single contaminant Trans. Inst. Chem. Eng. Part A. 2001, 79, 600-610
26. Bai, J.; Feng, J.; Deng, C. Graphically based optimization of single-contaminant reuse water systems Trans. Inst. Chem. Eng. Part A. 2007, 85 (A8) 1178-1187
27. Feng, X.; Bai, J.; Wang, H.; Zheng, X. Grass-roots design of regeneration recycling water networks Comput. Chem. Eng. 2008, 32, 1892-1907
28. Tan, R. R.; Ng, D. K. S.; Foo, D. C. Y.; Aviso, K. B. A superstructure model for the synthesis of single-contaminant water networks with partitioning regenerators Process Saf. Environ. Protect. 2009, 87, 197-205
29. El-Halwagi, M. M. Pollution prevention through process integration: systematic design tools; San Diego: Academic Press, 1997.
30. Bandyopadhyay, S. Source composite curve for waste reduction Chem. Eng. J. 2006, 125, 1461-1466
31. Wan Alwi, S. R.; Manan, Z. A. SHARPS: a new cost technique to attain cost-effective minimum water network AIChE J. 2006, 52 (11) 3981-3988
32. Wan Alwi, S. R.; Manan, Z. A.; Samingin, M. H.; Misran, N. A holistic framework for design of cost-effective minimum water utilization network J. Environ. Manage. 2008, 88 (2) 219-252
33. Foo, D. C. Y. Water Cascade Analysis for Single and Multiple Impure Fresh Water Feed Trans. Inst. Chem. Eng. Part A 2007, 85 (A8) 1-9
34. Handani, Z. B.; Wan Alwi, S. R.; Hashim, H.; Manan, Z. A.; Sayid Abdullah, S. H. Y. Optimal Design of Water Networks Involving Multiple Contaminants for Global Water Operations. Res. Conserv. Recycl. submitted for publication.
35. Johor From Wikipedia, the free encyclopedia. http://en.wikipedia.org/ wiki/Johor (accessed October 2008).
36. Wan Alwi, S. R. A New Holistic Framework for Design of Cost Effective Minimum Water Network. PhD Thesis, Universiti Teknologi Malaysia: Johor, Malaysia, 2007.
37. Al-Jayyaousi, O. R. Greywater reuse: towards sustainable water management Desalination 2003, 156, 181-192
38. Janikowski, R. Source of Alternative Technologies for Fresh Water Augumentation in East and Central Europe, United Nations Environment Programme (UNEP); Institute for Ecology of Industrial Areas (IETU), 2000.
39. Kim, R.-H.; Lee, S.; Lee, J.-H.; Kim, Y.-K. Control of Urban Non-point Source Pollution Using a Treatment Apparatus for First Flush of Rainwater (Green Filter). The 2nd International RWHM Workshop, September 11; International Water Association (IWA) Publishing: London, United Kingdom, 2006.
40. Ahn, K.; Song, K. Treatment of domestic wastewater using microfiltration for reuse of wastewater Desalination 1999, 126, 7-14 (Pubitemid 30015013)