Adaptive water distribution networks with dynamically reconfigurable topology

被引:59
作者
Wright, Robert [1 ]
Stoianov, Ivan [1 ]
Parpas, Panos [2 ]
Henderson, Kevin [3 ]
King, John [4 ]
机构
[1] Univ London Imperial Coll Sci Technol & Med, InfraSense Labs, Dept Civil & Environm Engn, London SW7 2AZ, England
[2] Univ London Imperial Coll Sci Technol & Med, Dept Comp, London SW7 2AZ, England
[3] Bristol Water Ltd, Bristol BS99 7AU, Avon, England
[4] Cla Val UK Ltd, Tunbridge Wells TN1 2DH, England
基金
英国工程与自然科学研究理事会;
关键词
district metered areas; dynamic configurability; leakage; network topology; resilience; water distribution networks; OPTIMAL VALVE CONTROL; DISTRIBUTION-SYSTEMS; OPTIMIZATION;
D O I
10.2166/hydro.2014.086
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
This paper presents a novel concept of adaptive water distribution networks with dynamically reconfigurable topology for optimal pressure control, leakage management and improved system resilience. The implementation of District Meter Areas (DMAs) has greatly assisted water utilities in reducing leakage. DMAs segregate water networks into small areas, the flow in and out of each area is monitored and thresholds are derived from the minimum night flow to trigger the leak localization. A major drawback of the DMA approach is the reduced redundancy in network connectivity which has a severe impact on network resilience, incident management and water quality deterioration. The presented approach for adaptively reconfigurable networks integrates the benefits of DMAs for managing leakage with the advantages of large-scale looped networks for increased redundancy in connectivity, reliability and resilience. Self-powered multi-function network controllers are designed and integrated with novel telemetry tools for high-speed time-synchronized monitoring of the dynamic hydraulic conditions. A computationally efficient and robust optimization method based on sequential convex programming is developed and applied for the dynamic topology reconfiguration and pressure control of water distribution networks. An investigation is carried out using an operational network to evaluate the implementation and benefits of the proposed method.
引用
收藏
页码:1280 / 1301
页数:22
相关论文
共 30 条
[1]  
Abdelmeguid H., 2011, THESIS MONTFORT U LE
[2]  
[Anonymous], UKACC INT C CONTR CO
[3]  
Cla-Val Ltd, 2013, CLA VAL E FLOWMETER
[4]  
Cla-Val Ltd, 2013, CLA VAL E CONTR SPEC
[5]  
Cla-Val Ltd, 2013, CLA VAL E POW SPEC
[6]  
Germanopoulos G., 1989, P I CIV ENG UK, P195
[7]   Fast Hybrid Optimization Method for Effective Pump Scheduling [J].
Giacomello, Carlo ;
Kapelan, Zoran ;
Nicolini, Matteo .
JOURNAL OF WATER RESOURCES PLANNING AND MANAGEMENT, 2013, 139 (02) :175-183
[8]   Determination of the resource abilities of oil and gas pipelines working for a long time [J].
Hrabovs'kyi, R. S. .
MATERIALS SCIENCE, 2009, 45 (02) :309-317
[9]   OPTIMAL PUMP SCHEDULING IN WATER-SUPPLY NETWORKS [J].
JOWITT, PW ;
GERMANOPOULOS, G .
JOURNAL OF WATER RESOURCES PLANNING AND MANAGEMENT-ASCE, 1992, 118 (04) :406-422
[10]   OPTIMAL VALVE CONTROL IN WATER-DISTRIBUTION NETWORKS [J].
JOWITT, PW ;
XU, CC .
JOURNAL OF WATER RESOURCES PLANNING AND MANAGEMENT-ASCE, 1990, 116 (04) :455-472