Optimal Node Grouping for Water Distribution System Demand Estimation
AbstractReal-time state estimation is defined as the process of calculating the state variable of interest in real time not being directly measured. In a water distribution system (WDS), nodal demands are often considered as the state variable (i.e., unknown variable) and can be estimated using nodal pressures and pipe flow rates measured at sensors installed throughout the system. Nodes are often grouped for aggregation to decrease the number of unknowns (demands) in the WDS demand estimation problem. This study proposes an optimal node grouping model to maximize the real-time WDS demand estimation accuracy. This Kalman filter-based demand estimation method is linked with a genetic algorithm for node group optimization. The modified Austin network demand is estimated to demonstrate the proposed model. True demands and field measurements are synthetically generated using a hydraulic model of the study network. Accordingly, the optimal node groups identified by the proposed model reduce the total root-mean-square error of the estimated node group demand by 24% compared to that determined by engineering knowledge. Based on the results, more pipe flow sensors should be installed to measure small flows and to further enhance the demand estimation accuracy. View Full-Text
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Jung, D.; Choi, Y.H.; Kim, J.H. Optimal Node Grouping for Water Distribution System Demand Estimation. Water 2016, 8, 160.
Jung D, Choi YH, Kim JH. Optimal Node Grouping for Water Distribution System Demand Estimation. Water. 2016; 8(4):160.Chicago/Turabian Style
Jung, Donghwi; Choi, Young H.; Kim, Joong H. 2016. "Optimal Node Grouping for Water Distribution System Demand Estimation." Water 8, no. 4: 160.
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