Iterative linearization scheme for convex nonlinear equations: application to optimal operation of water distribution systems E Price, A Ostfeld Journal of Water Resources Planning and Management 139 (3), 299-312, 2013 | 59 | 2013 |

Discrete pump scheduling and leakage control using linear programming for optimal operation of water distribution systems E Price, A Ostfeld Journal of hydraulic engineering 140 (6), 04014017, 2014 | 31 | 2014 |

Optimal pump scheduling in water distribution systems using graph theory under hydraulic and chlorine constraints E Price, A Ostfeld Journal of Water Resources Planning and Management 142 (10), 04016037, 2016 | 26 | 2016 |

Graph theory modeling approach for optimal operation of water distribution systems E Price, A Ostfeld Journal of hydraulic engineering 142 (3), 04015061, 2016 | 21 | 2016 |

Battle of background leakage assessment for water networks using successive linear programing E Price, A Ostfeld Procedia Engineering 89, 45-52, 2014 | 13 | 2014 |

Optimal water system operation using graph theory algorithms E Price, A Ostfeld Procedia Engineering 89, 502-508, 2014 | 10 | 2014 |

Iterative LP water system optimal operation including headloss, leakage, total head and source cost E Price, A Ostfeld Journal of Hydroinformatics 15 (4), 1203-1223, 2013 | 10 | 2013 |

A successive linear programming scheme for optimal operation of water distribution networks E Price, A Ostfeld World Environmental and Water Resources Congress 2012: Crossing Boundaries …, 2012 | 9 | 2012 |

Successive linear programming approach applied to BBLAWN E Price, A Ostfeld Journal of Water Resources Planning and Management 142 (5), C4015001, 2016 | 4 | 2016 |

Practical approach to water system optimal operation E Price, A Ostfeld Procedia Engineering 70, 1362-1368, 2014 | 3 | 2014 |

Headloss successive linearization for optimal operation of water distribution systems E Price, A Ostfeld The 11th Int. Conf. on Computing and Control for the Water Industry (CCWI 2011), 2011 | 2 | 2011 |

Iterative linearization scheme for optimal operation of water distribution systems including leakage and cost at source E Price, A Ostfeld 14th Water Distribution Systems Analysis (WDSA) Conf., Engineers Australia …, 2012 | 1 | 2012 |

A Graph Theory-Based Layout Algorithm for PRVs Placement and Setpoint Determination in Water Distribution Systems E Price, A Ostfeld Journal of Water Resources Planning and Management 148 (4), 04022005, 2022 | | 2022 |

Inclusion of Reliability and Leakage in Multi-objective Operation of Multiquality Water Distribution Systems E Price Technion-Israel Institute of Technology, Faculty of Civil and Environmental …, 2016 | | 2016 |

Optimal water system operation using successive shortest path graph algorithm E Price, A Ostfeld World Environmental and Water Resources Congress 2014, 391-398, 2014 | | 2014 |

Battle of Background Leakage Assessment for Water Networks (BBLAWN) at WDSA O Giustolisi, L Berardi, D Laucelli, D Savic, T Walski, B Brunone, ... | | 2014 |

Linear Programming of Headloss, Leakage, and Variable Pump Energy Consumption for Optimal Operation of Water Distribution Systems E Price, A Ostfeld World Environmental and Water Resources Congress 2013: Showcasing the Future …, 2013 | | 2013 |

A Graph Theory Modelling Approach for the Optimal Operation of Water Distribution Systems under Water Quality Constraints E Price, A Ostfeld World Environmental and Water Resources Congress 2016, 497-504, 0 | | |