Successive linear programming approach applied to BBLAWN

Journal of Water Resources Planning and Management

Volumn 142, Issue 5, 2016, Pages

  Price, Eyal ^a   Ostfeld, Avi ^a  

^a TECHNION ISRAEL INSTITUTE OF TECHNOLOGY   (Israel)

Author keywords

Headloss; Optimal operation; Pipe sizing; Pump scheduling; Water system

Indexed keywords

ENERGY UTILIZATION; LINEAR PROGRAMMING; OPTIMIZATION; PRESSURE REGULATORS; PUMPS; SCHEDULING; TANKS (CONTAINERS); WATER DISTRIBUTION SYSTEMS;

HEADLOSS; NON-LINEAR CONSTRAINTS; OPTIMAL OPERATION; OPTIMIZATION MODELING; PRESSURE REDUCING VALVES; PUMP SCHEDULING; SUCCESSIVE LINEAR PROGRAMMING; WATER SYSTEM;

WATER TANKS;

LEAKAGE; LINEAR PROGRAMING; NUMERICAL MODEL; OPTIMIZATION; PIPE;

EID: 84964680214     PISSN: 07339496     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)WR.1943-5452.0000563     Document Type: Article

References (2)

1. Giustolisi, O., et al. (2014). "Battle of background leakage assessment for water networks (BBLAWN) at WDSA conference 2014". Proc., Engineering, 16th Conf. on Water Distribution System Analysis, WDSA 2014, Procedia Engineering, Netherlands
2. Price, E., and Ostfeld, A. (2014). "Discrete pump scheduling and leakage control using linear programming for optimal operation of water distribution systems". J. Hydraul. Eng., 10.1061/(ASCE)HY.1943-7900.0000864, 04014017