Optimal control strategies for water distribution systems

Donald V. Chase, Lindell E. Ormsbee

Research output: Chapter in Book/Report/Conference proceedingConference contributionpeer-review

1 Scopus citations

Abstract

The overall operation problem becomes one of determining which pumps to run and when to run them so that electrical unit costs and electrical demand charges are minimized while at the same time maintaining appropriate water levels in each system tank for normal fire protection and adequate system pressures. A computer model capable of solving the complex operational problem can be developed using two different approaches: a macroscopic or microscopic approach. The macroscopic approach typically employs regression curves to approximate the hydraulics of the distribution system. The network characteristics are in turn provided to the optimization algorithm to generate an optimal operating policy. The microscopic approach to computer control combines optimization algorithms with hydraulic network simulation models and demand forecasting models. Both approaches are discussed in the paper, along with factors to consider in selecting an approach.

Original languageEnglish
Title of host publicationWater Resour Infrastruct Needs Econ Financ
Pages52-57
Number of pages6
StatePublished - 1990
EventWater Resources Infrastructure: Needs, Economics, and Financing - Fort Worth, TX, USA
Duration: Apr 18 1990Apr 20 1990

Publication series

NameWater Resour Infrastruct Needs Econ Financ

Conference

ConferenceWater Resources Infrastructure: Needs, Economics, and Financing
CityFort Worth, TX, USA
Period4/18/904/20/90

ASJC Scopus subject areas

  • Engineering (all)

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