Graph Convolutional Neural Network for Pressure Prediction in Water Distribution Network Sites

被引:6
作者
Liu, Dan [1 ]
Ma, Pei [1 ]
Li, Shixuan [1 ]
Lv, Wei [1 ]
Fang, Danhui [1 ]
机构
[1] Wuhan Univ Technol, Sch Safety Sci & Emergency Management, Wuhan 430070, Peoples R China
基金
中国国家自然科学基金;
关键词
Empirical modal decomposition; Graph convolutional neural network; Hyperparameter search; Spatial and temporal correlation; WDNs pressure; ALGORITHM;
D O I
10.1007/s11269-024-03788-x
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The safe operation of water distribution networks (WDNs) is crucial for ensuring the city dwellers' living standards. Accurate and multi-step predictions of pressure at key sites in WDNs can prevent the occurrence of pipe bursts in the future. Therefore, this study proposes an EMD-Graph-Wavenet-HGSRS model to predict the pressure at several monitoring sites in the WDNs. The LSTC-Tubal method is proposed to repair the abnormal pressure values of the WDNs. Then, the pressure features are enriched by EMD. The predefined adjacent matrix of monitoring points is obtained through the topology of WNDs. And, the enriched pressure features and the predefined adjacent matrix of the monitoring sites are input into the Graph-Wavenet model to predict the pressure values for the next 12 h. In addition, the Graph-Wavenet model is optimized by HGSRS in this study. The results of this study show that the MAE of EMD-Graph-Wavenet decreased by 24.36%, KGE increased by 6.73% compared to Graph-Wavenet. EMD-Graph-Wavenet-HGSRS (optimized by HGSRS) prediction outperforms EMD-Graph-Wavenet model. The MAE of Graph-Wavenet decreased by 40.91% and KGE increased by 11.91% compared to Bi-LSTM. The Bi-LSTM exhibited the best performance among these temporal models, whereas the baseline LSTM had the worst performance. The method proposed in this study can better predict the pressure extremes at each stage of the monitoring sites and provide guidance for the pressure management of actual WDNs.
引用
收藏
页码:2581 / 2599
页数:19
相关论文
共 23 条
[1]   Scalable low-rank tensor learning for spatiotemporal traffic data imputation [J].
Chen, Xinyu ;
Chen, Yixian ;
Saunier, Nicolas ;
Sun, Lijun .
TRANSPORTATION RESEARCH PART C-EMERGING TECHNOLOGIES, 2021, 129
[2]   Multi-scale temporal features extraction based graph convolutional network with attention for multivariate time series prediction [J].
Chen, Yawen ;
Ding, Fengqian ;
Zhai, Linbo .
EXPERT SYSTEMS WITH APPLICATIONS, 2022, 200
[3]   Multinode Real-Time Control of Pressure in Water Distribution Networks via Model Predictive Control [J].
Galuppini, Giacomo ;
Creaco, Enrico F. ;
Magni, Lalo .
IEEE TRANSACTIONS ON CONTROL SYSTEMS TECHNOLOGY, 2023, 31 (05) :2201-2216
[4]   Algorithm for automatic detection of topological changes in water distribution networks [J].
Giustolisi, Orazio ;
Kapelan, Zoran ;
Savic, Dragan .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 2008, 134 (04) :435-446
[5]   Leveraging Transfer Learning in LSTM Neural Networks for Data-Efficient Burst Detection in Water Distribution Systems [J].
Glynis, Konstantinos ;
Kapelan, Zoran ;
Bakker, Martijn ;
Taormina, Riccardo .
WATER RESOURCES MANAGEMENT, 2023, 37 (15) :5953-5972
[6]   Decomposition of the mean squared error and NSE performance criteria: Implications for improving hydrological modelling [J].
Gupta, Hoshin V. ;
Kling, Harald ;
Yilmaz, Koray K. ;
Martinez, Guillermo F. .
JOURNAL OF HYDROLOGY, 2009, 377 (1-2) :80-91
[7]   Analysis of Causes for Pipe Explosion of Urban Water Supply Pipe Network [J].
Hang, Gaojie ;
Zhang, Lei ;
Zhang, He .
ENVIRONMENTAL ENGINEERING, PTS 1-4, 2014, 864-867 :2039-2042
[8]   Convolutional Neural Network for Burst Detection in Smart Water Distribution Systems [J].
Jun, Sanghoon ;
Lansey, Kevin E. .
WATER RESOURCES MANAGEMENT, 2023, 37 (09) :3729-3743
[9]   Use of Pressure Management to Reduce the Probability of Pipe Breaks: A Bayesian Approach [J].
Martinez-Codina, Angela ;
Cueto-Felgueroso, Luis ;
Castillo, Marta ;
Garrote, Luis .
JOURNAL OF WATER RESOURCES PLANNING AND MANAGEMENT, 2015, 141 (09)
[10]   Pressure Management Model for Urban Water Distribution Networks [J].
Nazif, Sara ;
Karamouz, Mohammad ;
Tabesh, Massoud ;
Moridi, Ali .
WATER RESOURCES MANAGEMENT, 2010, 24 (03) :437-458