Headloss successive linearization for optimal operation of water distribution systems

Urban Water Management: Challenges and Oppurtunities - 11th International Conference on Computing and Control for the Water Industry, CCWI 2011

Volumn 2, Issue , 2011, Pages

  Price, Eyal ^a   Ostfeld, Avi ^a  

^a TECHNION ISRAEL INSTITUTE OF TECHNOLOGY   (Israel)

Author keywords

Headloss; Optimal operation; Optimization; Successive linearization; Water distribution systems

Indexed keywords

ITERATIVE METHODS; LINEAR PROGRAMMING; OPTIMIZATION; SCHEDULING; WATER DISTRIBUTION SYSTEMS; WATER LEVELS; WATER MANAGEMENT;

HEADLOSS; ITERATIVE PROCESS; LINEAR COEFFICIENTS; LINEAR RELATIONSHIPS; MAXIMUM FLOW VELOCITIES; OPTIMAL OPERATION; OPTIMAL SOLUTIONS; WATER-LEVEL CONSTRAINTS;

LINEARIZATION;

EID: 84906243095     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (5)

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3. B. L. Berghoue, and G. Kuczeraz, "Network Linear Programming as Pipe Network Hydraulic Analysis Tool," Journal of Hydraulic Engineering, vol. 123, no.6, June. 1997, pp. 549-559.
4. M. Collins, L. Cooper, R. Helgason, J. Kenningtont and L. Leblanc, "Solving the Pipe Network Analysis Problem Using Optimization Techniques," Management Science, vol. 24, no. 7. March. 1978, pp. 747-760.
5. "COIN-OR/CBC home page," https://projects.coin-or.org/Cbc.