Integrated pressure control strategies for sustainable management of water distribution networks

被引:4
作者
Berardi, Luigi [1 ]
Laucelli, Daniele [2 ]
Simone, Antonietta [2 ]
Perrone, Gianluca C. [3 ]
Giustolisi, Orazio [2 ]
机构
[1] Univ G dAnnunzio, Engn & Geol Dept, Viale Pindaro 42, I-65127 Pescara, Italy
[2] Tech Univ Bari, Dept Civil Engn & Architecture, Via Orabona 4, I-70125 Bari, Italy
[3] IAING Srl, Viale Marcello Chiatante 60, I-73100 Lecce, Italy
来源
SUSTAINABLE SOLUTIONS FOR ENERGY AND ENVIRONMENT (EENVIRO 2018) | 2019年 / 85卷
关键词
D O I
10.1051/e3sconf/20198506005
中图分类号
TE [石油、天然气工业]; TK [能源与动力工程];
学科分类号
0807 ; 0820 ;
摘要
Pressure control in urban Water Distribution Networks (WDNs) allows to reduce water losses, delays asset deterioration and makes effective replacement works. This contribution presents an integrated approach to control pressure for leakage reduction that combines a recent strategy for optimal design of district metered areas (DMAs) with optimal setting of pressure reduction valves. DMA design strategy encompasses the possibility of reconfiguring water flows by closing some gate valves at district boundaries, while the optimal setting of PRVs driven by local or remote real time controls improves leakage reduction and reliability of final solution. The integrated approach is implemented into the WDNetXL platform for advanced WDN analysis, planning and management and is demonstrated on a real urban WDN in Southern Italy. As such, this work proposes an innovative methodology while demonstrating its transfer to water utilities and practitioners to support decisions in real-world complex scenarios.
引用
收藏
页数:8
相关论文
共 19 条
[1]  
AbdelMeguid Hossam., 2010, WATER DISTRIBUTION S, P1124, DOI [10.1061/41203(425)102, DOI 10.1061/41203(425)102, https://doi.org/10.1061/41203(425)102]
[2]   Generation of synthetic water demand time series at different temporal and spatial aggregation levels [J].
Alvisi, S. ;
Ansaloni, N. ;
Franchini, M. .
URBAN WATER JOURNAL, 2014, 11 (04) :297-310
[3]  
Araujo L, 2006, WATER RESOUR MANAG, V20, P133, DOI 10.1007/s11269-006-4635-3
[4]   Relevance of hydraulic modelling in planning and operating real-time pressure control: case of Oppegard municipality [J].
Berardi, Luigi ;
Simone, Antonietta ;
Laucelli, Daniele B. ;
Ugarelli, Rita M. ;
Giustolisi, Orazio .
JOURNAL OF HYDROINFORMATICS, 2018, 20 (03) :535-550
[5]  
European Commission, 2013, RES EC EFF WAT DISTR
[6]  
Farley M., 2003, LOSSES WATER DISTRIB
[7]   Economic Performance of DMAs in Water Distribution Systems [J].
Ferrari, Giada ;
Savic, Dragan .
COMPUTING AND CONTROL FOR THE WATER INDUSTRY (CCWI2015): SHARING THE BEST PRACTICE IN WATER MANAGEMENT, 2015, 119 :189-195
[8]  
Germanopoulos G., 1985, CIVIL ENG SYST, V2, P171, DOI DOI 10.1080/02630258508970401
[9]   Implementation of pressure and leakage management strategies on the Gold Coast, Australia: Case study [J].
Girard, Mark ;
Stewart, Rodney A. .
JOURNAL OF WATER RESOURCES PLANNING AND MANAGEMENT, 2007, 133 (03) :210-217
[10]   Pressure-driven demand and leakage simulation for water distribution networks (vol 134, pg 626, 2008) [J].
Giustolisi, O. ;
Savic, D. A. ;
Kapelan, Z. .
JOURNAL OF HYDRAULIC ENGINEERING, 2008, 134 (10) :1545-1545