Use of hybrid genetic algorithms for optimized operation of water supply systems
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[1] T. Culver,et al. Constraint Handling for Genetic Algorithms in Optimal Remediation Design , 2000 .
[2] S. Alvisi,et al. Optimizing the operation of the Valencia water-distribution network , 2006 .
[3] Elad Salomons,et al. Optimal Real-Time Operation of Urban Water Distribution Systems Using Reduced Models , 2008 .
[4] Julia Race,et al. An Overview of the Trunk Scheduling System for the London Ring Main , 1993 .
[5] Elad Salomons,et al. Optimizing the operation of the Haifa-A water-distribution network , 2007 .
[6] Elad Salomons,et al. Development of a real-time, near-optimal control process for water-distribution networks , 2006 .
[7] Keith W. Little,et al. Minimization of Raw Water Pumping Costs Using MILP , 1989 .
[8] Lindell Ormsbee,et al. Computer-generated pumping schedules for satisfying operational objectives , 1993 .
[9] Stefano Alvisi,et al. A short-term, pattern-based model for water-demand forecasting , 2006 .
[10] Larry W. Mays,et al. Methodology for Optimal Operation of Pumping Stations in Water Distribution Systems , 1991 .
[11] Paul Jowitt,et al. Optimal Pump Scheduling in Water‐Supply Networks , 1992 .
[12] Marco Franchini,et al. Conceptual design of a generic, real-time, near-optimal control system for water-distribution networks , 2007 .
[13] G. Yu,et al. Optimized pump scheduling in water distribution systems , 1994 .
[14] Kevin E Lansey,et al. Optimal Pump Operations Considering Pump Switches , 1994 .
[15] Fernando Alvarruiz,et al. Use of an artificial neural network to capture the domain knowledge of a conventional hydraulic simulation model , 2007 .
[16] Lindell Ormsbee,et al. Nonlinear Heuristic for Pump Operations , 1995 .