|
[1] RICO M,BENITO G,SALGUEIRO A R,Reported tailings dam failures:a review of the European incidents in the worldwide context[J]. Journal of Hazardous Materials,2008,152(2):846–852.
[2] 何衍兴,梅甫定,申志兵. 我国尾矿库安全现状及管理措施探讨[J]. 安全与环境工程,2009,16(3):79–82.(HE Yanxing,MEI Fuding,SHEN Zhibing. Analysis of the safety situation and discussion on the management measures of the tailing reservoir[J]. Safety and Environmental Engineering,2009,16(3):79–82.(in Chinese))
[3] MARCUS W A,MEYER G A,NIMMO D R. Geomorphic control of persistent mine impacts in a Yellowstone Park stream and implications for the recovery of fluvial systems[J]. Geology,2001,29(4):355–358.
[4] HARDER L F J,STEWART J P. Failure of Tapo Canyon tailings dam[J]. Journal of Performance of Constructed Facilities,1996,10(3):109–114.
[5] CABRERA F,ARIZA J,MADEJON P. Mercury and other trace elements in soils affected by the mine tailing spill in Aznalcóllar(SW Spain)[J]. Science of The Total Environment,2008,390(1):311–322.
[6] HARDER L F J,STEWART J P. Failure of Tapo Canyon tailings dam[J]. Journal of Performance of Constructed Facilities,1996,10(3):109–114.
[7] FOURIE A. Preventing catastrophic failures and mitigating environmental impacts of tailings storage facilities[J]. Procedia Earth and Planetary Science,2009,1(1):1 067–1 071.
[8] 徐宏达. 我国尾矿库病害事故统计分析[J]. 工业建筑,2001,31(1):69–71.(XU Hongda. Statistical analysis of tailings pond accidents in China[J]. Industrial Construction,2001,31(1):69–71.(in Chinese))
[9] VICK S G. Tailings dam failure at Omai in Guyana[J]. Mining Engineering,1996,48(11):34–37
[10] 袁 兵. 尾矿坝溃坝模型研究及应用[J]. 中国安全科学学报,2008,4(4):169–172.(YUAN Bing. Study on the model for tailing dam breaking and its application[J]. China Safety Science Journal,2008,4(4):169–172.(in Chinese))
[11] 陈国芳,胡 波. 尾矿库溃坝风险分析及对策[J]. 科技情报开发与经济,2008,18(3):227–228.(CHEN Guofang,HU Bo. Analysis and countermeasures of the dam-failure risk of tailings fill dam[J]. Sci- Tech Information Development and Economy,2008,18(3):227–228. (in Chinese))
[12] BLIGHT G E. Destructive mudflows as a consequence of tailing dyke failures[J]. Geotechnical Engineering,1997,125(1):9–18.
[13] MOXON S. Failing again[J]. International Water Power and Dam Construction,1999,51(5):16–21.
[14] RICO M,BENITO G,DIEZ-HERRERO A. Floods from tailings dam failures[J]. Journal of Hazardous Materials,2008,154(–31):79–87.
[15] 吴积善,康志成. 云南蒋家沟泥石流观测研究[M]. 北京:科学出版社,1990.(WU Jishan,KANG Zhicheng. Observing study of debris flow in Jiangjiagou,Yunnan Province[M]. Beijing:Science Press,1990.(in Chinese))
[16] 杨俊杰. 相似理论与结构模型实验[M]. 武汉:武汉理工大学出版社,2005.(YANG Junjie. Similarity theory and structure models experiment[M]. Wuhan:Wuhan University of Technology Press,2005.(in Chinese))
[17] CERMAK J E. Physical-modeling investigations for wind engineering:Applications beyond wind-load determinations[J]. Journal of Wind Engineering and Industrial Aerodynamics,1990,36(1):39–52.
[18] 谢任之. 溃坝水力学[M]. 济南:山东科学技术出版社,1992.(XIE Renzhi. Hydraulics of dam-break[M]. Jinan:Shandong Science and Technology Press,1992.(in Chinese))
[19] 符传君,练继建. 溃坝水流在复杂河道中传播的三维数值模拟[J].水利学报,2007,38(10):1 151–1 157.(FU Chuanjun,LIAN Jijian. Three-dimensional numerical simulation of dam-break flow in complicated river sections[J]. Journal of Hydraulic Engineering,2007,38(10):1 151–1 157.(in Chinese))
[20] XIA Junqiang,LIN Binliang,FALCONER R A. Modeling dam-break flows over mobile beds using a 2D coupled approach[J]. Advances in Water Resources,2010,33(2):171–183.
[21] 陈生水,钟启明,陶建基. 土石坝溃决模拟及水流计算研究进展[J] 水科学进展,2008,19(6):903–910.(CHEN Shengshui,ZHONG Qiming,TAO Jianji. Development in embankment dam break simulation and water flow simulation[J]. Advances in Water Science,2008,19(6):903–910.(in Chinese))
[22] 中国科学院兰州冰川冻土研究所,甘肃省交通科学研究所. 甘肃泥石流[M]. 北京:人民交通出版社,1982.(Lanzhou Institute of Glaciology and Geocryology,Chinese Academy of Sciences,Transportation Research Institute of Gansu Province. Debris flow in Gansu[M]. Beijing:China Communications Press,1982.(in Chinese))
|