Automatic Multiscale Approach for Water Networks Partitioning into Dynamic District Metered Areas

被引:48
作者
Giudicianni, Carlo [1 ]
Herrera, Manuel [2 ]
di Nardo, Armando [1 ]
Adeyeye, Kemi [3 ]
机构
[1] Univ Campinas L Vanvitelli, Dipt Ingn, Via Roma 29, I-81031 Aversa, Italy
[2] Univ Cambridge, Inst Mfg, Dept Engn, 17 Charles Babbage Rd, Cambridge CB3 0FS, England
[3] Univ Bath, Dept Architecture & Civil Engn, Bath BA2 7AY, England
关键词
Water distribution systems; Complex networks; Semi-supervised clustering; Dynamic operation and sustainable management; Abnormal conditions; DISTRIBUTION-SYSTEMS; DESIGN; MODEL;
D O I
10.1007/s11269-019-02471-w
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Water distribution systems (WDSs) today are expected to continuously provide clean water while meeting users demand, and pressure requirements. To accomplish these targets is not an easy task due to extreme weather events, operative accidents and intentional attacks; as well as the progressive deterioration of the WDS assets. Therefore, water utilities should be ready to deal with a range of disruption scenarios such as abrupt variations on the water demand e.g. caused by pipe bursts or topological changes in the water network. This paper presents a novel methodology to automatically split a WDS into self-adapting district metered areas (DMAs) of different size in response to such scenarios. Complex Networks Theory is proposed for creating novel multiscale network layouts for a WDS. This makes it possible to automatically define the dynamic partitioning of WDSs to support further DMA aggregation / disaggregation operations. A real, already partitioned, water utility network shows the usefulness of an adaptive partitioning when the network is affected by an abnormal increase of the peak demand of up to 15%. The dynamic DMA reuses the assets of the static partitioning and, in this case, up to the 82% of resilience is restored using 94% of the assets already installed. The results also show that the overall computational and economic management costs are reduced compared to the static DMA partition while the hydraulic performance of the WDS is simultaneously preserved.
引用
收藏
页码:835 / 848
页数:14
相关论文
共 37 条
[1]   A New Procedure for Optimal Design of District Metered Areas Based on the Multilevel Balancing and Refinement Algorithm [J].
Alvisi, S. .
WATER RESOURCES MANAGEMENT, 2015, 29 (12) :4397-4409
[2]  
[Anonymous], 2009, WORLD ENV WAT RES C, DOI DOI 10.1061/(ASCE)WR.1943-5452.0000187
[3]  
[Anonymous], 2002, IFAC P
[4]  
[Anonymous], 2010, C ENV MOD SOFTW 5 40
[5]   Losses in Water Distribution Systems: A Complexity Theory Perspective [J].
Azevedo, Barbara Brzezinski ;
Saurin, Tarcisio Abreu .
WATER RESOURCES MANAGEMENT, 2018, 32 (09) :2919-2936
[6]   Semi-supervised clustering methods [J].
Bair, Eric .
WILEY INTERDISCIPLINARY REVIEWS-COMPUTATIONAL STATISTICS, 2013, 5 (05) :349-361
[7]  
Charalambous B., 2008, Water Science and Technology: Water Supply, V8, P57, DOI 10.2166/ws.2008.030
[8]   Reducing Impacts of Contamination in Water Distribution Networks: A Combined Strategy Based on Network Partitioning and Installation of Water Quality Sensors [J].
Ciaponi, Carlo ;
Creaco, Enrico ;
Di Nardo, Armando ;
Di Natale, Michele ;
Giudicianni, Carlo ;
Musmarra, Dino ;
Santonastaso, Giovanni Francesco .
WATER, 2019, 11 (06)
[9]   Modularity-Based Procedure for Partitioning Water Distribution Systems into Independent Districts [J].
Ciaponi, Carlo ;
Murari, Enrico ;
Todeschini, Sara .
WATER RESOURCES MANAGEMENT, 2016, 30 (06) :2021-2036
[10]   Decomposition model of a general water supply network graph [J].
Deuerlein, Jochen W. .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 2008, 134 (06) :822-832