[1] 钟启明,陈生水,邓 曌.堰塞坝漫顶溃决机理与溃坝过程模拟[J].中国科学:技术科学,2018,48(9):959-968.
[2] PENG M, ZHANG L M. Breaching Parameters of Landslide Dams[J]. Landslides, 2012, 9: 13-31
[3] 王光谦,王永强,刘 磊,等.堰塞坝及其溃决模拟研究评述[J].人民黄河, 2015,37(9):1-7.
[4] 钟启明,沈光泽,曹 伟.土石坝溃决机理模型试验研究进展[J].防灾减灾工程学报,2018,38(4):615-623.
[5] SINGH V P,QUIROGA C A. A Dam-breach Erosion Model:I. Formulation[J].Water Resources Management,1987,1(3):177-197.
[6] QUIROGA C A, SINGH V P. A Dam-breach Erosion Model: II. Application[J]. Water Resources Management, 1987, 1(3): 199-221.
[7] COSTA J E, SCHUSTER R L. The Formation and Failure of Natural Dams[J]. Geological Society of America Bulletin, 1988, 100(7):1054-1068.
[8] KORUP O. Recent Research on Landslide Dams: A Literature Review with Special Attention to New Zealand[J]. Progress in Physical Geography, 2002, 26(2):206-235.
[9] CHANSON H. The 1786 Earthquake-triggered Landslide Dam and Subsequent Dam-break Flood on the Dadu River, Southwestern China[J].Geomorphology, 2005, 71(3/4):437-440.
[10]DUNNING S A, ROSSER N J, PETLEY D N, et al. Formation and Failure of the Tsatichhu Landslide Dam, Bhutan[J]. Landslides, 2006, 3(2):107-113.
[11]段文刚,杨文俊,王思莹,等.无黏性土坝漫顶溃决过程及机理研究[J].长江科学院院报,2012,29(10):68-72.
[12]YAN J, CAO Z X, LIU H H, et al. Experimental Study of Landslide Dam-break Flood over Erodible Bed in Open Channels[J]. Journal of Hydrodynamics, 2009, 21(1):124-130.
[13]张 婧,曹叔尤,杨奉广,等.堰塞坝泄流冲刷试验研究[J].四川大学学报(工程科学版), 2010, 42(5):191-196.
[14]邓明枫,陈宁生,邓 虎,等. 堰塞坝漫顶溃决过程与机理试验研究[J].成都理工大学学报(自然科学版),2011, 38(3):359-365.
[15]刘 磊,钟德钰,张红武,等.堰塞坝漫顶溃决试验分析与模型模拟[J].清华大学学报,2013,53(4): 583-588.
[16]ZHOU G G D, ZHOU M J, SHRESTHA M S, et al. Experimental Investigation on the Longitudinal Evolution of Landslide Dam Breaching and Outburst Floods[J]. Geomorphology, 2019, 334: 29-43.
[17]段文刚,周 赤,杨金波.土坝漫顶冲蚀溃决过程和峰值流量试验研究[J].人民长江,2013, 44(11):76-80.
[18]张红武,刘 磊,钟德钰,等.堰塞湖溃决模型设计方法及其验证[J].人民黄河,2015,37(4):1-5,42.
[19]MORRIS M W,HASSAN M A A M,VASKINN K A.Breach Formation: Field Test and Laboratory Experiments[J]. Journal of Hydraulic Research, 2007, 45(Sup.1): 9-17.
[20]HANSON G J, COOK K R, HUNT S L. Physical Modelling of Overtopping Erosion and Breach Formation of Cohesive Embankments[J]. Transactions of ASAE, 2005, 48(5):1783-1794.
[21]张建云,李 云,宣囯祥.不同黏性均质土坝漫顶溃决实体试验研究[J].中囯科学:技术科学,2009,39(11):1881-1886.
[22]MORRIS M. Breaching Processes: A State of the Art Review. FLOOD site Report T06-06-03[R]. Oxfordshire: HR Wallingford, 2009.
[23]王光谦,钟德钰,张红武.汶川地震唐家山堰塞湖泄流过程的数值模拟[J].科学通报,2008,52(24):3127-3133.
[24]XU Y, ZHANG L M. Breaching Parameters for Earth and Rockfill Dams[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2009, 135(12):1957-1970.
[25]石振明,马小龙,彭 铭,等.基于大型数据库的堰塞坝特征统计分析与溃决参数快速评估模型[J].岩石力学与工程学报,2014,33(9):1780-1790.
[26]WAHL T L. Uncertainty of Predictions of Embankment Dam Breach Parameters[J]. Journal of Hydraulic Engineering, 2004, 130(5): 389-397.
[27]BRIAUD J L. Case Histories in Soil and Rock Erosion: Woodrow Wilson Bridge, Brazos River Meander, Normandy Cliffs, and New Orleans Levees[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2008,134(10):1425-1447.
[28]LI M H, SUNG R T, DONG J J, et al. The Formation and Breaching of a Short-lived Landslide Dam at Hsiaolin Village, Taiwan. Part II: Simulation of Debris Flow with Landslide Dam Breach[J]. Engineering Geology, 2011, 123(1/2):60-71.
[29]CRISTOFANO E A.Method of Computing Erosion Rate for Failure of Earth-Fill Dams[M]. Denver: U.S. Bureau of Reclamation, 1965.
[30]HARRIS G W, WAGNER D A. Outflow from Breached Earth Dams[M]. Salt Lake City: Department of Civil Engineering, University of Utah, 1967.
[31]FREAD D L. Breach: An Erosion Model for Earthen Dam Failures[M]. Silver Spring: Hydrologic Research Laboratory, NOAA, NWS, U.S. Department of Commerce,1988.
[32]黄金池.堰塞坝漫顶溃口流量变化过程的数值模拟[J].水利学报,2008,39(10):1235-1240.
[33]朱勇辉,卢金友,范北林,等.堰塞坝泄流冲刷模型及其在唐家山堰塞湖中的应用[C]//中国水利学会2008年学术年会论文集.北京: 中国水利学会,2008: 835-841.
[34]CHANG D S, ZHANG L M. Simulation of the Erosion Process of Landslide Dams due to Overtopping Considering Variations in Soil Erodibility along Depth[J]. Natural Hazards & Earth System Sciences, 2010, 10(4): 933-946.
[35]钟启明,陈生水,赵联桢,等.堰塞坝漫顶溃决过程数值模拟[J].河海大学学报,2012,40(4): 405-411.
[36]刘 宁,杨启贵,陈祖煜. 堰塞湖风险处置[M].武汉:长江出版社,2016.
[37]WANG G Q, LIU F, FU X D, et al. Simulation of Dam Breach Development for Emergency Treatment of the Tangjiashan Quake Lake in China[J]. Science in China Series E: Technological Sciences, 2008, 51(2): 82-94.
[38]LIU F, FU X D, WANG G Q, et al. Physically Based Simulation of Dam Breach Development for Tangjiashan Quake Dam, China[J]. Environmental Earth Sciences, 2011, 65(4): 1081-1094.
[39]CAO Z X, YUE Z Y, PENDER G. Landslide Dam Failure and Flood Hydraulics. Part Ⅱ: Coupled Mathematical Modelling[J]. Natural Hazards, 2011, 59(2): 1021-1045.
[40]HUANG W, CAO Z X, YUE Z Y, et al. Coupled Modelling of Flood Due to Natural Landslide Dam Breach[J]. Proceedings of the Institution of Civil Engineers:Water Management, 2012, 165(10): 525-542.
[41]安晨歌,傅旭东,马宏博.几种溃坝模型在溃决洪水模拟中的适用性比较[J].水利学报,2012,43(增刊2):68-73.
[42]廖鸿志. 2018年10月“两江”堰塞湖应急处置工作回顾[J].中国防汛抗旱,2018,28(12):3-5.