PENG Ya， JIANG Zhong-an. Simulation Method on Hydraulics and Water Quality of Mine Water Supply Network for Dust Control and Its Application[J]. Journal of Northeastern University Natural Science, 2020, 41(6): 888-895.
[1]蒋仲安，王佩，施蕾蕾，等.基于低偏差序列的矿井供水管网可靠性［J］.中南大学学报(自然科学版)，2014，45(5):1686-1691.(Jiang Zhong-an，Wang Pei，Shi Lei-lei，et al.Mine water supply network reliability based on low deviation sequence［J］.Journal of Central South University (Science and Technology)，2014，45(5):1686-1691.) [2]邓权龙，蒋仲安，韩硕，等.基于Sobol序列的防尘供水管网系统可靠性分析［J］.天津大学学报(自然科学与工程技术版)，2018，51(9):919-926.(Deng Quan-long，Jiang Zhong-an，Han Shuo，et al.Reliability analysis of dust-proof water supply network system based on Sobol［J］.Journal of Tianjin University (Science and Technology)，2018，51(9):919-926.) [3]Arandia E，Eck B J.An R package for EPANET simulations［J］.Environmental Modelling & Software，2018，107:59-63. [4]Rossman L A.EPANET 2.0 users manual［M］.Cincinnati:Water Supply and Water Resources Division，National Risk Management Research Laboratory，2000. [5]Caballero J A，Ravagnani M A S S.Water distribution networks optimization considering unknown flow directions and pipe diameters［J］.Computers and Chemical Engineering，2019，127:41-48. [6]Abokifa A A，Yang Y J，Lo C S，et al.Water quality modeling in the dead end sections of drinking water distribution networks［J］.Water Research，2016，89:107-117. [7]Tanyimboh T T.Informational entropy:a failure tolerance and reliability surrogate for water distribution networks［J］.Water Resources Management，2017，31(10):3189-3204. [8]Winter C D，Palleti V R，Worm D，et al.Optimal placement of imperfect water quality sensors in water distribution networks［J］.Computers and Chemical Engineering，2019，121:200-211. [9]Housh M，Ohar Z.Integrating physically based simulators with event detection systems:multi-site detection approach［J］.Water Research，2017，110:180-191. [10]Ho C K，Khalsa S S.EPANET-BAM:water quality modeling with incomplete mixing in pipe junctions［C］//Proceedings of the 10th Annual Water Distribution Systems Analysis Conference. Kruger National Park， South Africa， 2008:981-991. [11]Siew C，Tanyimboh T T.Pressure-dependent EPANET extension［J］.Water Resources Management，2012，26(6):1477-1498. [12]Seyoum A G，Tanyimboh T T.Integration of hydraulic and water quality modelling in distribution networks:EPANET-PMX［J］.Water Resources Management，2017，31(14):4485-4503. [13]Steffelbauer D，Fuchs-Hanusch D.OOPNET:An object-oriented EPANET in Python［J］.Procedia Engineering，2015，119:710-718. [14]Sivakumar P，Prasad R K，Chandramouli S.Uncertainty analysis of looped water distribution networks using linked EPANET-GA method［J］.Water Resources Management，2016，30(1):331-358. [15]Eliades D G，Kyriakou M，Vrachimis S.EPANET-MATLAB toolkit:An open-source software for interfacing EPANET with MATLAB［C］//Proceedings of the 14th International Conference on Computing and Control for the Water Industry (CCWI).Amsterdam，2016:1-8. [16]彭亚，蒋仲安.矿井防尘供水管网相似试验模型构建与测点优化［J］.煤炭科学技术，2020，48(1):182-188.(Peng Ya，Jiang Zhong-an.Construction of similar test model for mine dust-proof water supply network and optimization of pressure monitoring layout［J］.Coal Science and Technology，2020，48(1):182-188.) [15]关守平，房少纯.一种新型的区间-粒子群优化算法［J］.东北大学学报(自然科学版)，2012，33(10):1381-1384.(Guan Shou-ping，Fang Shao-chun.A new interval particle swarm optimization algorithm［J］.Journal of Northeastern University(Natural Science)，2012，33(10):1381-1384.)
