1 / 17

S. Mohsen Sadatiyan A ., Samuel Dustin Stanley, Donald V. Chase, Carol J. Miller,

Optimizing Pumping S ystem for S ustainable W ater D istribution N etwork by U sing Genetic Algorithm. S. Mohsen Sadatiyan A ., Samuel Dustin Stanley, Donald V. Chase, Carol J. Miller, Shawn P. McElmurry. Energy & Water. Energy and water issues are linked together

geoff
Download Presentation

S. Mohsen Sadatiyan A ., Samuel Dustin Stanley, Donald V. Chase, Carol J. Miller,

An Image/Link below is provided (as is) to download presentation Download Policy: Content on the Website is provided to you AS IS for your information and personal use and may not be sold / licensed / shared on other websites without getting consent from its author. Content is provided to you AS IS for your information and personal use only. Download presentation by click this link. While downloading, if for some reason you are not able to download a presentation, the publisher may have deleted the file from their server. During download, if you can't get a presentation, the file might be deleted by the publisher.

E N D

Presentation Transcript


  1. Optimizing Pumping System for Sustainable Water Distribution Networkby Using Genetic Algorithm S. Mohsen Sadatiyan A., Samuel Dustin Stanley, Donald V. Chase, Carol J. Miller, Shawn P. McElmurry

  2. Energy & Water • Energy and water issues are linked together • About 5% of energy demand of US is related to water supply and treatment • About 75% of operation costs of municipal water facilities are attributed to energy demand

  3. Optimal Pumping Schedule • optimal pump schedule • minimum energy demand, cost & associated pollutant emissions • meet system requirements with different set of operation schedules

  4. Optimization Methods • Multi-Objective & Multi-Criteria Optimization

  5. Genetic Algorithm • pumping schedule • genetic analogy • the best solution of the lastgeneration=optimum solution

  6. Optimizing Software and Case Studies • PEPSO: Pollutant Emission & Pump Station Optimization • 2drinking water systems within the Great Lakes watershed

  7. Discrete & Continuous Methods • Continuous Method • Discrete Method

  8. Memory Usage of Continuous Method • Mc= memory usage (byte) • n= number of pumps • c= number of cycle per modeling duration • 2 bytes= required memory for storing a number between 0 to 86400 second (for greater time intervals or shorter modeling period, 1 byte can be used)

  9. Memory Usage of Discrete Method • Md= memory usage (byte) • n= number of pumps • T= duration of modeling • I= time intervals • 1 byte/8= 1 bit (“0” or “1” – ON or OFF)

  10. Crossover of Continuous Method

  11. Mutation of Continuous Method • Mutation • infeasible children • pairs of controls instead of one control • sorting solution arrays by time • remaining problem for near optimum solutions

  12. Crossover of Discrete Method • Crossover • multipoint crossover • Identical breaking points for both parents • Does not have time infeasibility

  13. Mutation of Discrete Method • Mutation • invert randomly selected gene • replace randomly selected gene by random number

  14. Variable Speed Pumps • A random number between min & max speed ratio for mutation

  15. Existing PEPSO & New Research Areas • PEPSO V8.0.3.0 • Multi-objective • Discrete method • Multipoint crossover • Variable speed pumps • GA options

  16. Key Points

  17. Questions? Comments? mohsen@wayne.edu

More Related