Optimal operation of multi-storage tank multi-source system based on storage policy

A two-stage method is developed to solve a new class of multi-storage tank multi-source (MTMS) systems. In the first stage, the optimal storage policy of each tank is determined according to the electricity tariff, and the ground-level storage tank is modeled as a node. In the second stage, the genetic algorithm, combined with a repairing scheme, is applied to solve the pump scheduling problem. The objective of the pump scheduling problem is to ensure that the required volume is adequately provided by the pumps while minimizing the operation cost (energy cost and treatment cost). The decision variables are the settings of the pumps and speed ratio of variable-speed pumps at time steps of the total operational time horizon. A mixed coding methodology is developed according to the characteristics of the decision variables. Daily operation cost savings of approximately 11% are obtained by application of the proposed method to a pressure zone of S. Y. water distribution system (WDS), China.

[1]  Emre Ertin,et al.  Dynamic optimization for optimal control of water distribution systems , 2001, SPIE Defense + Commercial Sensing.

[2]  Niranjali Jayasuriya,et al.  Forecasting Residential Water Demand: Case Study , 2007 .

[3]  Li Xun,et al.  Optimal operation of water supply systems with tanks based on genetic algorithm , 2005 .

[4]  Kalyanmoy Deb,et al.  Multi-Speed Gearbox Design Using Multi-Objective Evolutionary Algorithms , 2003 .

[5]  M. López-Ibáñez,et al.  Ant Colony Optimization for Optimal Control of Pumps in Water Distribution Networks , 2008 .

[6]  J. P. Rance,et al.  A Hierarchical approach to optimized control of water distribution systems: Part II. Lower‐level algorithm , 2007 .

[7]  Kevin E Lansey,et al.  Optimal Control of Water Supply Pumping Systems , 1994 .

[8]  J. P. Rance,et al.  A hierarchical approach to optimized control of water distribution systems: Part I decomposition , 2007 .

[9]  K. Deb An Efficient Constraint Handling Method for Genetic Algorithms , 2000 .

[10]  Dragan Savic,et al.  Tank Simulation for the Optimization of Water Distribution Networks , 2007 .

[11]  Stefano Alvisi,et al.  A short-term, pattern-based model for water-demand forecasting , 2006 .

[12]  Bogumil Ulanicki,et al.  Dynamic Optimization Approach for Solving an Optimal Scheduling Problem in Water Distribution Systems , 2007 .

[13]  Thomas M. Walski,et al.  Methodology for Improving Pump Operation Efficiency , 1989 .

[14]  M. F K Pasha,et al.  Optimal Pump Scheduling by Linear Programming , 2009 .

[15]  Uri Shamir,et al.  Optimal Operation of Water Distribution Systems , 1989 .

[16]  David Zimbra,et al.  Urban Water Demand Forecasting with a Dynamic Artificial Neural Network Model , 2008 .

[17]  B. Ulanicki,et al.  Unified approach for the optimization of nonlinear hydraulic systems , 1991 .

[18]  Peter J. Fleming,et al.  Genetic Algorithms in Engineering Systems , 1997 .

[19]  David E. Goldberg,et al.  Genetic Algorithms in Search Optimization and Machine Learning , 1988 .

[20]  Godfrey A. Walters,et al.  Application of genetic algorithms to pump scheduling for water supply , 1995 .

[21]  Larry W. Mays,et al.  Methodology for Optimal Operation of Pumping Stations in Water Distribution Systems , 1991 .

[22]  Kevin E Lansey,et al.  A Methodology for Optimal Control of Pump Stations , 1990 .

[23]  Shahram Pezeshk,et al.  Adaptive Search Optimization in Reducing Pump Operating Costs , 1996 .

[24]  Lindell Ormsbee,et al.  An Alternate Formulation of Time as a Decision Variable to Facilitate Real-Time Operation of Water Supply Systems , 1991 .

[25]  R. Magini,et al.  Spatial and Temporal Scaling Properties of Water Demand , 2008 .