[1]刘朝峰,兰玥,张晓博,等.供水管网震后流量监测点的动态分级优化布局研究[J].中国安全生产科学技术,2018,14(1):12-17.
LIU Chaofeng,LAN Yue,ZHANG Xiaobo,et al.Study on dynamic classification for layout optimization of post-earthquake flow monitoring points in water supply network [J].Journal of Safety Science and Technology,2018,14(1):12-17.
[2]MISIUNAS D,LAMBERT M,SIMPSON A,et al.Burst detection and location in water distribution networks [J].Efficient Use and Management of Urban Water Supply,2005,5(3-4):71-80.
[3]PALAU C V,ARREGUI F J,CARLOS M.Burst detection in water networks using principal component analysis [J].Journal of Water Resources Planning and Management,2012,138(1):47-54.
[4]曹欣欣.基于水力瞬变的复杂供水管网漏水故障诊断软计算研究[D].保定:河北农业大学,2013.
[5]MOUNCE S R,BOXALL J B,MACHELL J.Development and verification of an online artificial intelligence system for detection of bursts and other abnormal flows [J].Journal of Water Resources Planning and Management,2010,136(3):309-318.
[6]陈海,赵梦珂,于冰,等.基于人工神经网络的供水管网渗漏定位方法[J].水资源研究,2018,7(2):144-153.
CHEN Hai,ZHAO Mengke,YU Bing,et al.Pipe burst localization in water distribution systems based on artificial neural network [J].Journal of Water Resources Research,2018,7(2):144-153.
[7]ZHANG Q Z,WU Z Y,ZHAO M,et al.Leakage zone identification in large-scale water distribution systems using multiclass support vector machines [J].Journal of Water Resources Planning and Management,2016,142(11):04016042.
[8]程伟平,赵丹丹,许刚,等.供水管网爆管水力学模型与爆管定位[J].浙江大学学报(工学版),2013,47(6):1057-1062.
CHENG Weiping,ZHAO Dandan,XU Gang,et al.Pipe burst hydraulic model of water distribution system and pipe burst location [J].Journal of Zhejiang University(Engineering Science),2013,47(6):1057-1062.
[9]程伟平,陈梅君,许刚,等.基于SCADA数据的长距离输水管爆管定位研究[J].中国给水排水,2019,35(13):57-61.
CHENG Weiping,CHEN Meijun,XU Gang,et al.Location of burst point in long distance water pipe based on scada monitoring data [J].China Water & Wastewater,2019,35(13):57-61.
[10]王顺洪.用模糊相似优先比关系预测工程项目投标报价[J].西南交通大学学报,2001,36(1):96-99.
WANG Shunhong.Forecasting the bid of engineering projects with fuzzy similar priority comparison [J].Journal of Southwest Jiaotong University,2001,36(1):96-99.
[11]刘沐宇,朱瑞赓.基于模糊相似优先的边坡稳定性评价范例推理方法[J].岩石力学与工程学报,2002,21(8):1188-1193.
LIU Muyu,ZHU Ruigeng.Case-based reasoning approach to slope stability evaluation based on fuzzy analogy preferred ratio [J].Chinese Journal of Rock Mechanics and Engineering,2002,21(8):1188-1193.
[12]张晓磊,杨西龙,展丽潇.基于模糊相似推理的应急物资需求预测模型研究[J].物流技术,2012,31(9):229-231.
ZHANG Xiaolei,YANG Xilong,ZHAN Lixiao.Study on fuzzy similarity inference based model for emergency material demand forecasting [J].Logistics Technology,2012,31(9):229-231.
[13]曾小康,冯阳,赖文庆,等.基于AHP-熵权法的城市燃气管道风险评价[J].中国安全生产科学技术,2021,17(5):130-135.
ZENG Xiaokang,FENG Yang,LAI Wenqing,et al.Application of method of entropy proportion to urban eatthquake disaster risk index [J].Journal of Safety Science and Technology,2021,17(5):130-135.
[14]Disclaimer EPANET 2.2 documentation.EPANET 2.2 online manual[EB/OL].(2020-07-23) [2021-10-18].https://epanet22.readthedocs.io/en/latest/.
[15]韩朝,马东辉,侯本伟,等.基于压力驱动节点配水量模型的供水管网震后水力分析[J].中国科学:技术科学,2019,49(3):351-362.
HAN Zhao,MA Donghui,HOU Benwei,et al.Post-earthquake hydraulic analyses of urban water supply network based on pressure drive demand model [J].Scientia Sinica(Technologica),2019,49(3):351-362.
[16]吴礼斌,李伯年.MATLAB数据分析方法.第2版[M].北京:机械工业出版社,2017.
[17]林雨阳.城市供水管网实时监控系统的设计与监测点的优化布置[D].广州:华南理工大学,2013.
[18]王训俭,王增义.论给水管网压力监测点的选择[J].中国给水排水,1989,5(3):9-12.
WANG Xunjian,WANG Zengyi.Selecting pressure monitor nodes of a water supply network system [J].China Water & Wastewater,1989,5(3):9-12.