Optimizing Sensor Placement and Quantity for Pipe Burst Detection in a Water Distribution Network

被引:25
作者
Cheng, Weiping [1 ]
Chen, Yawei [1 ]
Xu, Gang [2 ]
机构
[1] Zhejiang Univ, Coll Civil Engn & Architecture, Hangzhou 310058, Zhejiang, Peoples R China
[2] Guangzhou Water Supply Co Ltd, Guangzhou 510600, Peoples R China
关键词
Water distribution system; Burst detection; Burst intensity; Sensor placement; LEAK LOCATION; METHODOLOGY; MODEL;
D O I
10.1061/(ASCE)WR.1943-5452.0001298
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The configuration of a burst detection network is fundamental to safely monitoring a water distribution network (WDN). A pipe burst event can be detected only when the effects of the burst are distinguishable from background noise in the monitoring system. A new method of optimizing pressure sensor placement is proposed to monitor pipes in cases in which burst events are likely to have severe effects. An objective function for monitoring water leakage was defined. A genetic algorithm was used to find the optimal sensor placement in the pipe monitoring network and the most economical quantity of sensors. The method was illustrated with three case studies. In each case, the optimal solution evenly distributed the sensors across the WDN, and the number of sensors was determined based on the marginal gain of an additional sensor. In the optimal configuration, monitored pipes were identified clearly.
引用
收藏
页数:9
相关论文
共 23 条
[1]   A MATHEMATICAL-MODEL FOR LEAK LOCATION IN PIPELINES [J].
BAGHDADI, AHA ;
MANSY, HA .
APPLIED MATHEMATICAL MODELLING, 1988, 12 (01) :25-30
[2]   Robust sensor placement for leak location: analysis and design [J].
Blesa, Joaquim ;
Nejjari, Fatiha ;
Sarrate, Ramon .
JOURNAL OF HYDROINFORMATICS, 2016, 18 (01) :136-148
[3]   Optimal Sensor Placement for Leak Location in Water Distribution Networks Using Genetic Algorithms [J].
Casillas, Myrna V. ;
Puig, Vicenc ;
Garza-Castanon, Luis E. ;
Rosich, Albert .
SENSORS, 2013, 13 (11) :14984-15005
[4]   Study on Pipe Burst Detection Frame Based on Water Distribution Model and Monitoring System [J].
Cheng, Weiping ;
Xu, Gang ;
Fang, Hongji ;
Zhao, Dandan .
WATER, 2019, 11 (07)
[5]   Using SCADA to Detect and Locate Bursts in a Long-Distance Water Pipeline [J].
Cheng, Weiping ;
Fang, Hongji ;
Xu, Gang ;
Chen, Meijun .
WATER, 2018, 10 (12)
[6]   Optimal pressure sensor placement and assessment for leak location using a relaxed isolation index: Application to the Barcelona water network [J].
Cuguero-Escofet, Miquel A. ;
Puig, Vicenc ;
Quevedo, Joseba .
CONTROL ENGINEERING PRACTICE, 2017, 63 :1-12
[7]   Field testing of an optimal sensor placement methodology for event detection in an urban water distribution network [J].
Farley, B. ;
Mounce, S. R. ;
Boxall, J. B. .
URBAN WATER JOURNAL, 2010, 7 (06) :345-356
[8]   Model falsification diagnosis and sensor placement for leak detection in pressurized pipe networks [J].
Goulet, James-A. ;
Coutu, Sylvain ;
Smith, Ian F. C. .
ADVANCED ENGINEERING INFORMATICS, 2013, 27 (02) :261-269
[9]   Optimal placement of pressure monitors in water supply network with elitist genetic algorithm [J].
Jin, Xi ;
Gao, Jinliang ;
Wu, Wenyan .
INTERNATIONAL JOURNAL OF MODELLING IDENTIFICATION AND CONTROL, 2008, 4 (02) :168-175
[10]   Approximate methods for uncertainty analysis of water distribution systems [J].
Kang, D. S. ;
Pasha, M. F. K. ;
Lansey, K. .
URBAN WATER JOURNAL, 2009, 6 (03) :233-249