基于CiteSpace软件的供水管网计算分区文献计量分析
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摘要
应用CiteSpace软件,对1990年～2018年有关供水管网计算分区方法的研究发展进程进行综合分析。对该领域的高峰发文时间、主要发文国家等信息进行统计,从共被引频次和中介中心性两个维度对所统计文献进行计量分析和可视化展示。同时,根据统计结果对供水管网计算分区方法的重要文献和作者进行追踪,并归纳主要方法和评价指标。最后,分析我国供水管网分区研究和工程实践的现状,展望今后发展方向。
Using CiteSpace software, a comprehensive analysis about the research and development process of the calculated partitioning method for water distribution system from 1990 to 2018 is carried out. Firstly, statistical information on peak publishing time and major publishing countries in this field is counted. The statistical literature is scientifically measured from the aspects of co-citation frequency as well as intermediary centrality. Moreover, the bibliometric analysis and visual display are also implemented. At the same time, the most important literature and authors of the water network partitioning methods are tracked according to the statistical results. Then the main methods and evaluation indicators are also summarized. Finally, the state of China′s water supply network division research as well as engineering practice is analyzed, and the development direction is prospected.
Using CiteSpace software, a comprehensive analysis about the research and development process of the calculated partitioning method for water distribution system from 1990 to 2018 is carried out. Firstly, statistical information on peak publishing time and major publishing countries in this field is counted. The statistical literature is scientifically measured from the aspects of co-citation frequency as well as intermediary centrality. Moreover, the bibliometric analysis and visual display are also implemented. At the same time, the most important literature and authors of the water network partitioning methods are tracked according to the statistical results. Then the main methods and evaluation indicators are also summarized. Finally, the state of China′s water supply network division research as well as engineering practice is analyzed, and the development direction is prospected.
引文
[1] 苗大勇.郑州市给水管网管理探究[D].西安:长安大学,2013.
[2] 李斌,蒋浩,聂锦旭,等.基于节点能量冗余差的给水管网DMA分区方法研究[J].给水排水,2017(3):120-126.
[3] 陈悦.引文空间分析原理与应用[M].北京:科学出版社,2014.
[4] SWAMEE P K,SHARMA A K.Decomposition of large water distribution systems[J].Journal of Environmental Engineering,1990(2):269-283.
[5] TZATCHKOV V G,ALCOCER-YAMANAKA V H,ORTíZ V B.Graph theory based algorithms for water distribution network sectorization projects[C].Cincinnati:Eighth Water Distribution Systems Analysis Symposium,2006.
[6] DI N A,DI N M,SANTONASTASO G F,et al.Graph partitioning for automatic sectorization of a water distribution system[C].International Conference on Computing and Control for Water Industry,2011:841-846.
[7] KARYPIS G,KUMAR V.A fast and high quality multilevel scheme for partitioning irregular graphs[J].Siam Journal on Scientific Computing,1999,20(1),359-392.
[8] 刁克功.分区管理模式给水管网的水力分析与模拟技术研究[D].北京:北京工业大学,2011.
[9] GIRVAN M,NEWMAN,MEJ N.Community structure in social and biological networks[J].Proceedings of the National Academy of Sciences of the United States of America,2001,87(12):7821-7826.
[10] DIAO K G,ZHOU Y W,RAUCH W.Automated creation of district metered area boundaries in water distribution systems[J].Journal of Water Resources Planning & Management,2013(2):184-190.
[11] CLAUSET A,MEJ N,MOORE C.Finding community structure in very large networks[J].Physical Review E,2004,70(6),066111.
[12] DI N A,DI N M.A heuristic design support methodology based on graph theory for district metering of water supply networks[J].Engineering Optimization,2011,43(2):193-211.
[13] DI N A,DI N M,SANTONASTASO G F,et al.Water network sectorization based on genetic algorithm and minimum dissipated power paths[J].Water Science and Technology-Water supply,2013,13(4):951-957.
[14] HAJEBI S,TEMATE S,BARRETT S,et al.Water distribution network sectorisation using structural graph partitioning and multi-objective optimization[J].Procedia Engineering,2014(89):1144-1151.
[15] PAOLA F D,FONTANA N,GALDIERO E,et al.Optimal design of district metered areas in water distribution networks[J].Procedia Engineering,2014(70):449-457.
[16] PERELMAN L S,ALLEN M,PREIS A,et al.Flexible reconfiguration of existing urban water infrastructure systems[J].Environmental Science & Technology,2015,49(22):13378-13384.
[17] 王彤,刘翔翔,赵明,等.基于水力模型的供水管网分区管理在北方某市的应用[J].科学技术与工程,2018(1):88-96.
[18] FANTOZZI M,CALZA F,LAMBERT A.Experience and results achieved in introducing district metered areas (DMA) and pressure management areas (PMA) at Enia utility (Italy)[C].“Water Loss 2009” Conference Proceedings,South Africa:IWA,2009.
[19] GIUGNI M,FONTANA N,PORTOLANO D,et al.A DMA design for “Napoli Est” water distribution syetem[C].Montpellier:Proceedings of 13th IWRA World Water Congress,2008:587-597.
[20] SCARPA F,LOBBA A,BECCIU G.Elementary DMA design of looped water distribution networks with multiple sources[J].Journal of Water Resources Planning and Management,2016(6):639-644.
[21] UK non-ministerial government department Ofwat.Security of supply:2006-07 report [R].Birmingham:Ofwat,2007.
[22] UK water industry research.A manual of DMA practice[M].London:UK Water Industry Research,1999.
[23] FARLEY M.Leakage management and control:A best practice training manual[J].A Best Practice Training Manual,2001,3(4):137-146.
[24] PRESCOTT S L,ULANICKI B,SHIPLEY N.Analysis of district metered area (DMA) performance[C].London:International Conference on Advances in Water Supply Management,2003:59-67.
[25] WRIGHT R,STOIANOV I,PARPAS P.Dynamic topology in water distribution networks[J].Procedia Engineering,2014,70(30):1735-1744.
[26] 赵洪宾,周建华.新型供水模式探讨[J].哈尔滨工业大学学报,2003,35(11):1354-1356.
[27] 周玉文,刁克功,吴珊,等.城市供水管网分区初步研究[C].郑州:全国供水管网信息化管理与检测技术应用研讨会,2005.
[28] 阎立华,刘丽英,马婷婷.图论法研究多水源管网供水分区[J].沈阳建筑大学学报(自然科学版),2007,23(1):113-116.
[29] 张楠.城市供水管网分区管理技术优化研究[D].天津:天津大学,2012.
[30] 张正培.基于复杂网络理论的城市供水管网的建模与分区分层[D].上海:上海交通大学,2014.
[31] 刘俊,俞国平.结合图论与地理信息系统的供水管网分区优化[J].同济大学学报(自然科学版),2012,40(12):1863-1869.
[32] 王彤,冯雪峰,赵明,等.基于快速网络社区算法的供水管网区块化研究[J].中国给水排水,2018(5):37-43.
[33] 北京埃德尔公司.分区定量管理理论与实践[M].北京:中国建筑工业出版社,2014.
[34] CHEN C.Citespace II:Detecting and visualizing emerging trends and transient patterns in scientific literature[J].Journal of the American Society for Information Science & Technology,2014,57(3):359-377.
[35] PERELMAN L,OSTFELD A.Topological clustering for water distribution systems analysis[J].Environmental Modelling & Software,2011,26(7):969-972.
[36] ALVISI S,FRANCHINI M.A heuristic procedure for the automatic creation of district metered areas in water distribution systems[J].Urban Water Journal,2014,11(2):137-159.
[37] DEUERLEIN J W.Decomposition model of a general water supply network graph[J].Journal of Hydraulic Engineering,2008(6):822-832.
[38] DI N A,DI N M,SANTONASTASO G F,et al.An automated tool for smart water network partitioning[J].Water Resources Management,2013,27(13):4493-4508.
[39] PERELMAN L S,ALLEN M,PREIS A,et al.Automated sub-zoning of water distribution systems[J].Environmental Modelling & Software,2015,65(3):1-14.
[40] DI N A,DI N M,SANTONASTASO G F,et al.Water network sectorization based on graph theory and energy performance indices[J].Journal of Water Resources Planning & Management,2013(5):620-629.
[41] GIUSTOLISI O,RIDOLFI L.New modularity-based approach to segmentation of water distribution networks[J].Journal of Hydraulic Engineering,2014(10):916-920.
[42] FERRARI G,SAVIC D,BECCIU G.A graph-theoretic approach and sound engineering principles for design of district metered areas[J].Journal of Water Resources Planning & Management,2014(12):424-428.
[43] GOMES R,MARQUES A S,SOUSA J.Decision support system to divide a large network into suitable district metered areas[J].Water Science & Technology,2012,65(9):1667-1675.
[44] ALVISI S.A new procedure for optimal design of district metered areas based on the multilevel balancing and refinement algorithm[J].Water Resources Management,2015,29(12):4397-4409.
[45] LIU H,ZHAO M,ZHANG C,et al.Comparing topological partitioning methods for district metered areas in the water distribution network[J].Water,2018,10(4):368-379.
[46] 孙玺菁,司守奎.复杂网络算法与应用[M].北京:国防工业出版社,2015.
[47] 李黎武,许仕荣,施周.基于拓扑理论确定多水源管网供水区域及绘制等压线的方法研究[J].给水排水,2001,27(12):5-8.
[48] HERRERA M,CANU S,KARATZOGLOU A,et al.An approach to water supply clusters by semi-supervised learning[C].Ottawa:International Environmental Modelling and Software Society,2010.
[49] FERRARI G,SAVIC D.Economic performance of DMAs in water distribution systems[J].Procedia Engineering,2015(1):189-195.
[50] 中华人民共和国住房和城乡建设部.湖北荆门市管网分区计量“省级”试点工作全面展开[EB/OL].http://www.mohurd.gov.cn/dfxx/201805/t20180529_236225.html.
[51] GILBELT D,ABRAHAM EDO,MONTALVO I,et al.Iterative Multistage Method for a Large Water Network Sectorization into DMAs under Multiple Design Objectives [J].Journal of Water Resources Planning & Management,2017(11):835-845.
[2] 李斌,蒋浩,聂锦旭,等.基于节点能量冗余差的给水管网DMA分区方法研究[J].给水排水,2017(3):120-126.
[3] 陈悦.引文空间分析原理与应用[M].北京:科学出版社,2014.
[4] SWAMEE P K,SHARMA A K.Decomposition of large water distribution systems[J].Journal of Environmental Engineering,1990(2):269-283.
[5] TZATCHKOV V G,ALCOCER-YAMANAKA V H,ORTíZ V B.Graph theory based algorithms for water distribution network sectorization projects[C].Cincinnati:Eighth Water Distribution Systems Analysis Symposium,2006.
[6] DI N A,DI N M,SANTONASTASO G F,et al.Graph partitioning for automatic sectorization of a water distribution system[C].International Conference on Computing and Control for Water Industry,2011:841-846.
[7] KARYPIS G,KUMAR V.A fast and high quality multilevel scheme for partitioning irregular graphs[J].Siam Journal on Scientific Computing,1999,20(1),359-392.
[8] 刁克功.分区管理模式给水管网的水力分析与模拟技术研究[D].北京:北京工业大学,2011.
[9] GIRVAN M,NEWMAN,MEJ N.Community structure in social and biological networks[J].Proceedings of the National Academy of Sciences of the United States of America,2001,87(12):7821-7826.
[10] DIAO K G,ZHOU Y W,RAUCH W.Automated creation of district metered area boundaries in water distribution systems[J].Journal of Water Resources Planning & Management,2013(2):184-190.
[11] CLAUSET A,MEJ N,MOORE C.Finding community structure in very large networks[J].Physical Review E,2004,70(6),066111.
[12] DI N A,DI N M.A heuristic design support methodology based on graph theory for district metering of water supply networks[J].Engineering Optimization,2011,43(2):193-211.
[13] DI N A,DI N M,SANTONASTASO G F,et al.Water network sectorization based on genetic algorithm and minimum dissipated power paths[J].Water Science and Technology-Water supply,2013,13(4):951-957.
[14] HAJEBI S,TEMATE S,BARRETT S,et al.Water distribution network sectorisation using structural graph partitioning and multi-objective optimization[J].Procedia Engineering,2014(89):1144-1151.
[15] PAOLA F D,FONTANA N,GALDIERO E,et al.Optimal design of district metered areas in water distribution networks[J].Procedia Engineering,2014(70):449-457.
[16] PERELMAN L S,ALLEN M,PREIS A,et al.Flexible reconfiguration of existing urban water infrastructure systems[J].Environmental Science & Technology,2015,49(22):13378-13384.
[17] 王彤,刘翔翔,赵明,等.基于水力模型的供水管网分区管理在北方某市的应用[J].科学技术与工程,2018(1):88-96.
[18] FANTOZZI M,CALZA F,LAMBERT A.Experience and results achieved in introducing district metered areas (DMA) and pressure management areas (PMA) at Enia utility (Italy)[C].“Water Loss 2009” Conference Proceedings,South Africa:IWA,2009.
[19] GIUGNI M,FONTANA N,PORTOLANO D,et al.A DMA design for “Napoli Est” water distribution syetem[C].Montpellier:Proceedings of 13th IWRA World Water Congress,2008:587-597.
[20] SCARPA F,LOBBA A,BECCIU G.Elementary DMA design of looped water distribution networks with multiple sources[J].Journal of Water Resources Planning and Management,2016(6):639-644.
[21] UK non-ministerial government department Ofwat.Security of supply:2006-07 report [R].Birmingham:Ofwat,2007.
[22] UK water industry research.A manual of DMA practice[M].London:UK Water Industry Research,1999.
[23] FARLEY M.Leakage management and control:A best practice training manual[J].A Best Practice Training Manual,2001,3(4):137-146.
[24] PRESCOTT S L,ULANICKI B,SHIPLEY N.Analysis of district metered area (DMA) performance[C].London:International Conference on Advances in Water Supply Management,2003:59-67.
[25] WRIGHT R,STOIANOV I,PARPAS P.Dynamic topology in water distribution networks[J].Procedia Engineering,2014,70(30):1735-1744.
[26] 赵洪宾,周建华.新型供水模式探讨[J].哈尔滨工业大学学报,2003,35(11):1354-1356.
[27] 周玉文,刁克功,吴珊,等.城市供水管网分区初步研究[C].郑州:全国供水管网信息化管理与检测技术应用研讨会,2005.
[28] 阎立华,刘丽英,马婷婷.图论法研究多水源管网供水分区[J].沈阳建筑大学学报(自然科学版),2007,23(1):113-116.
[29] 张楠.城市供水管网分区管理技术优化研究[D].天津:天津大学,2012.
[30] 张正培.基于复杂网络理论的城市供水管网的建模与分区分层[D].上海:上海交通大学,2014.
[31] 刘俊,俞国平.结合图论与地理信息系统的供水管网分区优化[J].同济大学学报(自然科学版),2012,40(12):1863-1869.
[32] 王彤,冯雪峰,赵明,等.基于快速网络社区算法的供水管网区块化研究[J].中国给水排水,2018(5):37-43.
[33] 北京埃德尔公司.分区定量管理理论与实践[M].北京:中国建筑工业出版社,2014.
[34] CHEN C.Citespace II:Detecting and visualizing emerging trends and transient patterns in scientific literature[J].Journal of the American Society for Information Science & Technology,2014,57(3):359-377.
[35] PERELMAN L,OSTFELD A.Topological clustering for water distribution systems analysis[J].Environmental Modelling & Software,2011,26(7):969-972.
[36] ALVISI S,FRANCHINI M.A heuristic procedure for the automatic creation of district metered areas in water distribution systems[J].Urban Water Journal,2014,11(2):137-159.
[37] DEUERLEIN J W.Decomposition model of a general water supply network graph[J].Journal of Hydraulic Engineering,2008(6):822-832.
[38] DI N A,DI N M,SANTONASTASO G F,et al.An automated tool for smart water network partitioning[J].Water Resources Management,2013,27(13):4493-4508.
[39] PERELMAN L S,ALLEN M,PREIS A,et al.Automated sub-zoning of water distribution systems[J].Environmental Modelling & Software,2015,65(3):1-14.
[40] DI N A,DI N M,SANTONASTASO G F,et al.Water network sectorization based on graph theory and energy performance indices[J].Journal of Water Resources Planning & Management,2013(5):620-629.
[41] GIUSTOLISI O,RIDOLFI L.New modularity-based approach to segmentation of water distribution networks[J].Journal of Hydraulic Engineering,2014(10):916-920.
[42] FERRARI G,SAVIC D,BECCIU G.A graph-theoretic approach and sound engineering principles for design of district metered areas[J].Journal of Water Resources Planning & Management,2014(12):424-428.
[43] GOMES R,MARQUES A S,SOUSA J.Decision support system to divide a large network into suitable district metered areas[J].Water Science & Technology,2012,65(9):1667-1675.
[44] ALVISI S.A new procedure for optimal design of district metered areas based on the multilevel balancing and refinement algorithm[J].Water Resources Management,2015,29(12):4397-4409.
[45] LIU H,ZHAO M,ZHANG C,et al.Comparing topological partitioning methods for district metered areas in the water distribution network[J].Water,2018,10(4):368-379.
[46] 孙玺菁,司守奎.复杂网络算法与应用[M].北京:国防工业出版社,2015.
[47] 李黎武,许仕荣,施周.基于拓扑理论确定多水源管网供水区域及绘制等压线的方法研究[J].给水排水,2001,27(12):5-8.
[48] HERRERA M,CANU S,KARATZOGLOU A,et al.An approach to water supply clusters by semi-supervised learning[C].Ottawa:International Environmental Modelling and Software Society,2010.
[49] FERRARI G,SAVIC D.Economic performance of DMAs in water distribution systems[J].Procedia Engineering,2015(1):189-195.
[50] 中华人民共和国住房和城乡建设部.湖北荆门市管网分区计量“省级”试点工作全面展开[EB/OL].http://www.mohurd.gov.cn/dfxx/201805/t20180529_236225.html.
[51] GILBELT D,ABRAHAM EDO,MONTALVO I,et al.Iterative Multistage Method for a Large Water Network Sectorization into DMAs under Multiple Design Objectives [J].Journal of Water Resources Planning & Management,2017(11):835-845.