Operational and tactical management of water and energy resources in pressurized systems: Competition at WDSA 2014

Journal of Water Resources Planning and Management

Volumn 142, Issue 5, 2016, Pages

  Giustolisi, O ^a   Berardi, L ^a   Laucelli, D ^a   Savic, D ^b   Kapelan, Z ^b  

^a POLITECNICO DI BARI   (Italy)

^b UNIVERSITY OF EXETER   (United Kingdom)

Author keywords

Energy; Hydraulic models; Integrated management; Leakages; Pressure reduction valves; Water distribution network

Indexed keywords

ELECTRIC POWER DISTRIBUTION; ENERGY RESOURCES; HYDRAULIC EQUIPMENT; HYDRAULIC MODELS; HYDRAULIC TOOLS; LEAKAGE (FLUID); MULTIOBJECTIVE OPTIMIZATION; SCHEDULING; SUSTAINABLE DEVELOPMENT; SYSTEMS ANALYSIS; URBAN PLANNING; WATER DISTRIBUTION SYSTEMS; WATER MANAGEMENT; WATER RESOURCES; WATER SUPPLY SYSTEMS;

ENERGY; ENGINEERING JUDGMENTS; FINANCIAL SUSTAINABILITY; INTEGRATED MANAGEMENT; PRESSURE REDUCTION VALVES; WATER DISTRIBUTION NETWORKS; WATER-SENSITIVE CITIES; WATERRESOURCE MANAGEMENT;

ENERGY MANAGEMENT SYSTEMS;

COMPETITION (ECONOMICS); DISTRIBUTION SYSTEM; ENERGY CONSERVATION; ENERGY PLANNING; HYDRAULICS; INTEGRATED APPROACH; LEAKAGE; OPTIMIZATION; SUSTAINABILITY; WATER MANAGEMENT; WATER SUPPLY;

EID: 84964597665     PISSN: 07339496     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)WR.1943-5452.0000583     Document Type: Article

References (47)

1. Blue Book. (2011). "I dati sul servizio idrico integrato in Italia". L. Baggiani, M. D'Ascenzi, and L. Bardelli, eds., Utilitatis (in Italian)
2. Creaco, E., Alvisi, S., and Franchini, M. (2014). "A multi-step approach for optimal design and management of the C-town pipe network model". Procedia Eng., 89, 37-44
3. Creaco, E., Alvisi, S., and Franchini, M. (2015). "Multi-step approach for optimizing design and operation of the C-town pipe network model". J. Water Resour. Plann. Manage. in press. 10.1061/(ASCE)WR.1943-5452.0000585
4. Deb, K., Pratap, A., Agarwal, S., and Meyarivan, T. (2002). "A fast and elitist multiobjective genetic algorithm: NSGA-II". IEEE Trans. Evol. Comput., 6(2), 182-197
5. Delgrado-Galvan, X., Perez-Garcia, R., Izquierdo, J., and Mora-Rodriguez, J. (2010). "An analytic hierarchy process for assessing externalities in water leakage management". Math. Comput. Modell., 52(7-8), 1194-1202
6. Diao, K., Fu, G., Farmani, R., Guidolin, M., and Butler, D. (2015). "Twin hierarchy decomposition for optimal design of water distribution systems". J. Water Resour. Plann. Manage., in press
7. Diao, K., Guidolin, M., Fu, G., Farmani, R., and Butler, D. (2014). "Hierarchical decomposition of water distribution systems for background leakage assessment". Procedia Eng., 89, 53-58
8. Eck, B. J., Arandia, E., Naoum-Sawaya, J., and Wirth, F. (2014). "A simulation-optimization approach for reducing background leakage in water systems". Procedia Eng., 89, 59-68
9. Eck, B. J., Arandia, E., Naoum-Sawaya, J., and Wirth, F. R. (2015). "A decomposition approach for background leakage assessment: The BBLAWN instance". J. Water Resour. Plann. Manage., in press
10. European Commission. (2013). "Resource and economic efficiency of water distribution networks in the EU". Final Rep
11. Germanopoulos, G. (1985). "A technical note on the inclusion of pressure dependent demand and leakage terms in water supply network models". Civ. Eng. Syst., 2(3), 171-179
12. Giustolisi, O. (2010). "Considering actual pipe connections in WDN analysis". J. Hydraul. Eng., 10.1061/(ASCE)HY.1943-7900.0000266, 889-900
13. Giustolisi, O., Berardi, L., and Laucelli, D. (2014). "Supporting decision on energy versus asset cost optimization in drinking water distribution networks". Procedia Eng., 70, 734-743
14. Giustolisi, O., Berardi, L., Laucelli, D., Savic, D., Walski, T., and Brunone, B. (2014). "Battle of background leakage assessment for water networks (BBLAWN) at WDSA conference 2014". Procedia Eng., 89, 4-12
15. Giustolisi, O., Laucelli, D., and Berardi, L. (2013). "Operational optimization: Water losses versus energy costs". J. Hydraul. Eng., 10.1061/(ASCE)HY.1943-7900.0000681, 410-423
16. Giustolisi, O., Savic, D. A., Berardi, L., and Laucelli, D. (2011). "An excel-based solution to bring water distribution network analysis closer to users". Proc., Computer and Control in Water Industry (CCWI), D. A. Savic, Z. Kapelan, and D. Butler, eds., Vol. 3, Exeter, U.K., 805-810
17. Giustolisi, O., Savic, D. A., and Kapelan, Z. (2008). "Pressure-driven demand and leakage simulation for water distribution networks". J. Hydraul. Eng., 10.1061/(ASCE)0733-9429(2008)134:5(626), 626-635
18. Giustolisi, O., and Todini, E. (2009). "Pipe hydraulic resistance correction in WDN analysis". Urban Water J., 6(1), 39-52
19. Giustolisi, O., and Walski, T. M. (2012). "A demand components in water distribution network analysis". J. Water Resour. Plann. Manage., 10.1061/(ASCE)WR.1943-5452.0000187, 356-367
20. Iglesias-Rey, P. L., Martínez-Solano, F. J., Mora Meliá, D., and Martínez-Solano, P. D. (2014). "BBLAWN: A combined use of best management practices and an optimization model based on a pseudo-genetic algorithm". Procedia Eng., 89, 29-36
21. Iglesias-Rey, P. L., Martínez-Solano, F. J., Mora Meliá, D., and Martínez-Solano, P. D. (2015). "Combining engineering judgment and an optimization model to increase the hydraulic and energy efficiency in water distribution networks". J. Water Resour. Plann. Manage., in press
22. Khedr, A., and Tolson, B. (2015). "Comparing optimization techniques against an engineering judgement approach to WDN design". J. Water Resour. Plann. Manage., in press
23. Marchi, A., et al. (2014). "Battle of the water networks II". J. Water Resour. Plann. Manage., 10.1061/(ASCE)WR.1943-5452.0000378, 04014009
24. Matos, J. P., Monteiro, A. J., Matias, N., and Schleiss, A. J. (2014). "Guided evolutionary approaches for redesigning water distribution networks". Procedia Eng., 89, 87-94
25. Matos, J. P., Monteiro, A. J., Matias, N. M., and Schleiss, A. J. (2015). "Redesigning water distribution networks using a guided evolutionary approach". J. Water Resour. Plann. Manage., in press
26. Morley, M., and Tricarico, C. (2015). "Hybrid evolutionary optimization/heuristic technique for water system expansion & operation". J. Water Resour. Plann. Manage., in press
27. Morley, M. S., and Tricarico, C. (2014). "A comparison of population-based optimization techniques for water distribution system expansion and operation". Procedia Eng., 89, 13-20
28. Muranho, J., Ferreira, A., Sousa, J., Gomes, A., and Sá Marques, A. (2012). "WaterNetGen-An EPANET extension for automatic water distribution network models generation and pipe sizing". Water Sci. Technol.: Water Supply, 12,117-123
29. Ostfeld, A., et al. (2008). "The battle of the water sensor networks: A design challenge for engineers and algorithms". J. Water Resour. Plann. Manage., 10.1061/(ASCE)0733-9496(2008)134:6(556), 556-568
30. Ostfeld, A., et al. (2012). "The battle of the water calibration networks (BWCN)". J. Water Res. Plann. Manage., 10.1061/(ASCE)WR.1943-5452.0000191, 523-532
31. Price, E., and Ostfeld, A. (2014). "Battle of background leakage assessment for water networks using successive linear programming". Procedia Eng., 89, 45-52
32. Price, E., and Ostfeld, A. (2015). "Successive linear programming approach applied to BBLAWN". J. Water Resour. Plann. Manage. C4015001. 10.1061/(ASCE)WR.1943-5452.0000563
33. Rahmani, F., and Behzadian, K. (2014). "Sequential multi-objective evolutionary algorithm for a real-world water distribution system design". Procedia Eng., 89, 95-102
34. Rahmani, F., Behzadian, K., and Ardeshir, A. (2015). "Rehabilitation of an idealized water distribution system using sequential multi-objective optimization models". J. Water Resour. Plann. Manage., in press
35. Roshani, E., and Filion, Y. (2014). "WDS leakage management through pressure control and pipes rehabilitation using an optimization approach". Procedia Eng., 89, 21-28
36. Rossman, L. A. (2000). EPANET2 user's manual, U.S. EPA, Washington, DC
37. Saldarriaga, J., et al. (2014). "An energy based methodology applied to C-rtown". Procedia Eng., 89, 78-86
38. Saldarriaga, J., et al. (2015). "Rehabilitation and leakage reduction on c-town using hydraulic criteria". J. Water Resour. Plann. Manage., in press
39. Shafiee, M. E., Berglund, A., Zechman Berglund, E., Downey Brill, E., Jr., and Mahinthakumara, G. (2014). "evolutionary computation-based decision-making framework for designing water networks to minimize background leakage". Procedia Eng., 89, 118-125
40. Shafiee, M. E., Berglund, A., Zechman Berglund, E., Downey Brill, E., Jr., and Mahinthakumar, G. (2015). "Parallel evolutionary algorithm for designing water distribution networks to minimize background leakage". J. Water Resour. Plann. Manage., in press
41. Sousa, J., Muranho, J., Sá Marques, A., and Gomes, R. (2014). "WaterNetGen helps C-town". Procedia Eng., 89, 103-110
42. Sousa, J., Muranho, J., Sá Marques, A., and Gomes, R. (2015). "Optimal management of water distribution networks with simulated annealing-The C-town problem". J. Water Resour. Plann. Manage., in press
43. Tolson, B. A., and Khedr, A. (2014). "Battle of background leakage assessment for water networks (BBLAWN): An incremental savings approach". Procedia Eng., 89, 69-77
44. Vassiljev, A., Koppel, T., and Puust, R. (2014). "Background leakage assessment for BBLAWN". Procedia Eng., 89, 111-117
45. Vassiljev, A., and Puust, R. (2015). "Decreasing leakage and operational cost for BBLAWN". J. Water Resour. Plann. Manage., in press
46. Walski, T., et al. (1987). "Battle of the network models: Epilogue". J. Water Resour. Plann. Manage., 10.1061/(ASCE)0733-9496(1987)113:2(191), 191-203
47. WDSA (Water Distribution Systems Analysis). (2014). "BBLAWN (battle of background leakage assessment for water networks)". (http://www.water-system.org/wdsa2014/index155a.html?q=content/battle-water-networks) (Jul. 21, 2015)