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    • 2. 发明公开
    • METHOD FOR CONFIGURING A WATER DISTRIBUTION NETWORK DURING LEAK REPAIR
    • EP4414919A1
    • 2024-08-14
    • EP23156063.2
    • 2023-02-10
    • ABB SCHWEIZ AG
    • FOKKEN, EikeBISKOPING, MatthiasLAURICELLA, MarcoGUTERMUTH, GeorgSCHLOEDER, MatthiasPRIMAS, BernhardLENDERS, Felix
    • G06Q10/20G06Q50/06
    • G06Q50/06G06Q10/20
    • A computer-implemented method (100) for determining a configuration (1*) of a water distribution network (1), comprising the steps of:
      • providing (110) a hydraulic model (1b) of the water distribution network (1) in a base configuration where the given leak (1a) is isolated;
      • providing (120) an inventory of available bypass components (4), wherein installation and/or usage of each bypass component (4) is associated with a penalty value (4a);
      • providing (130), for each customer (3) of the water distribution network (1), a penalty value (3a) that is associated with supply interruption of this customer (3) during isolation of the leak (1a);
      • determining (140), based on the inventory of available bypass components (4), bypass connections (4#) between junctions i and j in the water distribution network (1), additive penalty contributions (5+) for installation and/or usage of such bypass connections (4#), and subtractive penalty contributions (5-) for reconnection of customers (3) to a water source (2) by virtue of the bypass connections (4#);
      • setting up (150), for each such pair (i,j), at least one equation (6), said at least one equation (6) in at least the flow qij through the bypass connection (4#) and the switching state sij of the bypass connection (4#) stipulating that, of the conditions:
      ∘ the difference hi - hj between the head hi at junction i and the head hj at junction j shall be dependent on the flow qij through the bypass connection according to a given continuity function Δhij(qij), and
      ∘ the flow qij shall vanish,
      at least one condition is satisfied;

      • optimizing (160) for a set of flows qij and switching states sij that fulfils the system of equations (6) while carrying a low overall penalty; and
      • determining (190) the obtained set of flows qij∗ and switching states sij∗ as the sought configuration (1*) of the water distribution network (1).
    • 3. 发明公开
    • METHOD FOR ROBUST CONTROLLING A WATER DISTRIBUTION NETWORK
    • EP4428774A1
    • 2024-09-11
    • EP23161301.9
    • 2023-03-10
    • ABB SCHWEIZ AG
    • LENDERS, FelixBISKOPING, MatthiasFOKKEN, EikeGUTERMUTH, GeorgLAURICELLA, MarcoPRIMAS, BernhardSCHLOEDER, Matthias
    • G06Q10/04
    • G06Q10/04
    • A method (300) for controlling a water distribution network (100) is described, including:
      providing a hydraulic model for characterizing the water distribution network (100);
      providing a start sequence of control variable values for each of at least one actuator (110a, 110b, 130a, 130b, 130c) of the water distribution network (100); and
      providing an initial hydraulic head value (115) for each of at least one water supply node (140a, 140b, 140c) of the water distribution network (100);
      providing an objective for optimized controlling the water distribution network (100); providing a forecast (340) of a sequence of nominal values of a water demand for each at least one water demand node (120a, 120b, 120c, 120d, 120e) of the water distribution network (100) within a time horizon; and
      providing an associated uncertainty range for each nominal value of the water demand; determining a sequence of control variable values for each of the at least one actuator (110a, 110b, 130a, 130b, 130c) for controlling the water distribution network (100) based on a continuous optimization problem for controlling the water distribution network (100) with respect to the objective, wherein a solver module for the continuous optimization problem is configured for being started based on the provided initial hydraulic head value for each of the at least one water supply node (140a, 140b, 140c) and/or based on the provided start sequence of control variable values; and based on the provided forecast; and wherein the values of the control variables are optimized under consideration of the provided water demand uncertainty range for each at least one water demand node (120a, 120b, 120c, 120d, 120e); and wherein the sequence of control variable values (372) are determined to be provided to the at least one actuator (110a, 110b, 130a, 130b, 130c) for controlling the water distribution network (100) within the time horizon.