XIE Cheng-yu, LUO Zhou-quan, JIA Nan, WANG Wei. Goafs′ Risk Discrimination Based on Improved TOPSIS Coupled with GA-BP[J]. Journal of Northeastern University Natural Science, 2016, 37(3): 440-445.
[1]熊立新,罗周全,罗贞焱,等.深部复杂环境下采空区激光扫描异常点云数据修正[J].东北大学学报(自然科学版),2014,35(3):438-442.(Xiong Li-xin,Luo Zhou-quan,Luo Zhen-yan,et al.Data amendment of abnormal point cloud of goaf by laser scan in deep complex environment[J].Journal of Northeastern University(Natural Science),2014,35(3):438-442.) [2]Dawson E M,Roth W H,Drescher A.Slope stability analysis by strength reduction[J].Geotechnique,1999,49(6):835-840. [3]李琨,高宪文,仇治学,等.有杆泵抽油系统井下工况诊断的物元分析方法[J].东北大学学报(自然科学版),2013,34(5):613-615.(Li Kun,Gao Xian-wen,Qiu Zhi-xue,et al.Matter-element analysis method of downhole condition diagnosis for suck rod pumping system[J].Journal of Northeastern University(Natural Science),2013,34(5):613-615.) [4]Bhupinder S,Sudhir D,Sandeep J,et al.Use of fuzzy synthetic evaluation for assessment of groundwater quality for drinking usage:a case study of southern Haryana,India[J].Environmental Geology,2008,54(2):249-255. [5]Quesada G M,Castillo D E.A dual response approach to the multivariate robust parameter design problem[J].Technometrics,2004,46(2): 176-187. [6]Kim K J,Lin D K J.Simultaneous optimization of mechanical properties of steel by maximizing exponential desirability functions[J].Journal of Royal Statistical Society:Series C,2000,49(3):311-325. [7]Yang T,Hung C C.Multiple-attribute decision making methods for plant layout design problem[J].Robotics and Computer Integrated Manufacturing,2007,23(1): 126-137. [8]Wu F C.Optimization of correlated multiple quality characteristics using desirability function[J].Quality Engineering,2005,17(1):119-126. [9]Wu F C.Optimisation of multiple quality characteristics based on percentage reduction of Taguchi’s quality loss[J].The International Journal of Advanced Manufacturing Technology,2002,20(10):749-753. [10]Behzadian M,Otaghsara S K,Yazdani M.A state-of-the-art survey of TOPSIS applications[J].Expert Systems with Applications,2012,39:13051-13069.(上接第434页) [2]李勇,余锡平.基于两相紊流模型的悬移质泥沙运动数值模拟[J].清华大学学报(自然科学版),2007,47(6):805-808.(Li Yong,Yu Xi-ping.Two-phase turbulent flow model for suspended sediment motion[J].Journal of Tsinghua University(Science and Technology),2007,47(6):805-808.) [3]刘诚,沈永明.曲线坐标系下的三维k-ε-Ap固液两相湍流总沙输运模型[J].水力发电学报,2009,28(3):164-170.(Liu Cheng,Shen Yong-ming.A three-dimensional k-ε-Ap two-phase turbulence overall sediment transport model in non-orthogonal curvilinear coordinates[J].Journal of Hydroelectric Engineering,2009,28(3):164-170.) [4]赵东淼,唐军,吴修广.基于Youngs-VOF方法的垂向二维悬沙数值模拟[J].水力发电学报,2013,32(6):99-103.(Zhao Dong-miao,Tang Jun,Wu Xiu-guang.Vertical 2-D numerical model of suspended sediment transport based on Youngs-VOF method[J].Journal of Hydroelectric Engineering,2013,32(6):99-103.) [5]Wu W,Rodi W,Wenka T.3D numerical modeling of flow and sediment transport in open channels[J].Journal of Hydraulic Engineering,ASCE,2000,126(1):4-15. [6]Van Rijn L C.Sediment transport,part II:suspended load transport[J].Journal of Hydraulic Engineering,ASCE,1984,110(11):1613-1641. [7]Krishnappan B G,Lau Y L.Turbulence modeling of flood plain flows[J].Journal of Hydraulic Engineering,ASCE,1986,112(4):251-266. [8]Patankar S V,Spalding D B.A calculation procedure for heat,mass and momentum transfer in three-dimensional parabolic flows[J].International Journal of Heat and Mass Transfer,1972,15:1797-1806. [9]Van Rijn L C.Mathematical modeling of suspended sediment in non-uniform flows[J].Journal of Hydraulic Engineering,ASCE,1986,112(6):433-455. [10]Wang Z B,Ribberink J S.The validity of a depth-integrated model[J].Journal of Hydraulic Engineering,ASCE,1990,116(10):1270-1288.