Water Distribution Networks Model Identification using Artificial Neural Networks

被引:0
|
作者
Mosetlhe, Thapelo [1 ,2 ]
Hamam, Yskandar [1 ,3 ]
Du, Shengzhi [1 ]
Monacelli, Eric [4 ]
Alayli, Yasser [4 ]
机构
[1] Tshwane Univ Technol, Dept Elect Engn, Staatsartillerie Rd, ZA-0183 Pretoria, South Africa
[2] Univ South Africa, Dept Elect & Min Engn, ZA-1709 Florida, South Africa
[3] Ecole Super Ingenieurs Electrotech & Elect, 2 Blvd Blaise Pascal, F-93160 Noisy Le Grand, France
[4] Univ Paris Saclay, Lab Ingn Syst Versailles, UVSQ, 10-12 Ave Europe, F-78140 Velizy Villacoublay, France
来源
关键词
Hydraulic simulation; Water Distribution Network; Convergence; Pressure control; Model-free control; Artificial neural networks; PRESSURE REDUCING VALVES; DISTRIBUTION-SYSTEMS; SIMULATION; DEMAND; RELIABILITY;
D O I
10.1109/africon46755.2019.9134040
中图分类号
TM [电工技术]; TN [电子技术、通信技术];
学科分类号
0808 ; 0809 ;
摘要
This paper proposes a novel scheme for model identification of water distribution networks (WDNs) based on artificial neural networks (ANNs). Generally, a model consisting of a set of the non-linear equations is iteratively solved to determine the hydraulic parameters of the WDNs and the process is computationally cumbersome. In this work, ANNs are used to enable the determination of hydraulic parameters at less complex computations. The dataset for the training of the ANNs is generated by means of hundreds of hydraulic simulations based on the pressure driven model. The dataset is then sorted into two categories implying that 2 different ANNs structure has to be defined. The demands and the pressure heads at the nodes are used as the inputs and outputs respectively to the first ANN model. In the second, the flows in the co-tree branches of the graph are used the output to the ANN structure. The results in this work show that both types of defined ANNs may be used to identify the model of the water distribution network. However, the first ANN model has a better estimation capacity at high training requirement.
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页数:5
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