[1] 唐 川,李为乐,丁 军,等.汶川震区映秀镇“8·14”特大泥石流灾害调查[J].地球科学,2011,36(1):172-180.(TANG Chuan, LI Wei-le, DING Jun, et al. Field Investigation and Research on Giant Debris Flow on August 14, 2010 in Yingxiu Town, Epicenter of Wenchuan Earthquake[J]. Earth Science, 2011, 36(1): 172-180.(in Chinese))
[2] 胡 涛. 汶川震区震后大型泥石流致灾机理及防治对策研究[D]. 成都: 成都理工大学, 2017.(HU Tao. Formation Mechanism and Mitigation Measures of Large-scale Debris Flow in the Wenchuan Earthquake Area[D].Chengdu: Chengdu University of Technology, 2017. (in Chinese))
[3] 靳 文, 张国涛, 邹 强, 等. 震后泥石流活跃期的新认识: 以四川汶川“8·20” 灾害事件为例[J]. 山地学报, 2019, 37(5): 787-796. (JIN Wen, ZHANG Guo-tao, ZOU Qiang, et al. A New Understanding of the Activity Behavior of Post-earthquake Debris Flow—Taking the “8·20” Event in Wenchuan, Sichuan, China as an Example[J]. Mountain Research, 2019, 37(5): 787-796.(in Chinese))
[4] ABBASI N A, XU X, LUCAS-BORJA M E, et al. The Use of Check Dams in Watershed Management Projects: Examples from around the World[J]. Science of The Total Environment, 2019, 676: 683-691.
[5] 周海波, 陈宁生, 卢 阳, 等. 泥石流沟谷坊坝群治理效应: 以地震极重灾区北川县化石板沟为例[J]. 山地学报, 2012, 30(3): 347-354. (ZHOU Hai-bo, CHEN Ning-sheng, LU Yang, et al. Control Effectiveness of Check Dams in Debris Flow Gully—A Case of Huashiban Gully in Earthquake Worst-stricken Area, Beichuan County[J]. Journal of Mountain Science, 2012, 30(3): 347-354.(in Chinese))
[6] 王喜安, 陈剑刚, 陈华勇, 等. 考虑浆体黏度的泥石流流速计算方法[J]. 长江科学院院报, 2020, 37(4): 56-61.(WANG Xi-an, CHEN Jian-gang, CHEN Hua-yong, et al. Calculation of Debris Flow Velocity in Consideration of Viscosity of Slurry[J]. Journal of Yangtze River Scientific Research Institute, 2020, 37(4): 56-61.(in Chinese))
[7] LUCAS-BORJA M E, PITON G, YU Y, et al. Check Dams Worldwide: Objectives, Functions, Effectiveness and Undesired Effects[J]. Catena, 2021, 204: 105390.
[8] 康志成, 李焯芬, 马蔼乃, 等. 中国泥石流研究[M]. 北京: 科学出版社, 2004. (KANG Zhi-cheng, LI Zhuo-fen, MA Ai-nai, et al. Study on Debris Flow in China[M]. Beijing: Science Press, 2004.(in Chinese))
[9] 张卫旭. 都汶高速公路彻底关沟泥石流梯级拦砂坝的消能效应分析[D]. 成都: 成都理工大学, 2016.(ZHANG Wei-xu. Energy Dissipation Effect of Chediguan Gully on the Duchang-Wenchuan Highway[D].Chengdu: Chengdu University of Technology, 2016. (in Chinese))
[10]CHEN J, CHEN H, WANG X, et al. Design of Open Check Dams and Their Application in the Wenchuan Earthquake Area[J]. Check Dam Construction for Sustainable Watershed Management and Planning, 2022, Doi: 10.1002/9781119742449.ch14.
[11]PITON G, RECKING A. Design of Sediment Traps with Open Check Dams. I: Hydraulic and Deposition Processes[J]. Journal of Hydraulic Engineering, 2016, 142(2): 04015045.
[12]王喜安. 拦砂坝对泥石流沟道冲淤形态的影响[D].成都: 中国科学院大学(中国科学院水利部成都山地灾害与环境研究所), 2020. (WANG Xi-an. Effect of Check Dam on Erosion and Deposition of Debris Flow Gully[D].Chengdu: Institute of Mountain Hazards and Environment, Chinese Academy of Sciences, 2020. (in Chinese))
[13]王小军,刘玉春,贾昊阳,等.基于物质与能量调控效果的开口拦砂坝群设计方法[J].内蒙古科技与经济,2020(11):81-83,101.(WANG Xiao-jun,LIU Yu-chun,JIA Hao-yang,et al.Design Method of Open Sand Dam Group Based on Material and Energy Control Effect[J]. Inner Mongolia Science Technology & Economy, 2020(11): 81-83, 101.(in Chinese))
[14]田丛珊. 岷江上游未来气候变化下泥石流危险性评价[D]. 成都: 成都理工大学, 2016. (TIAN Cong-shan. Hazard Assessment of Debris Flow in Upper Reaches of Minjiang River under the Future Climate Change[D].Chengdu: Chengdu University of Technology, 2016. (in Chinese))
[15]杨 涛,唐 川,朱金勇,等.四川省汶川县绵虒镇小流域泥石流危险性评价[J].长江科学院院报,2018,35(10):82-87.(YANG Tao,TANG Chuan,ZHU Jin-yong, et al. Hazard Assessment of Debris Flow in Small Watershed of Miansi Town, Wenchuan, Sichuan Province[J]. Journal of Yangtze River Scientific Research Institute, 2018, 35(10): 82-87.(in Chinese))
[16]WEHRMANN H, HÜBL J, HOLZINGER G. Classification of Dams in Torrential Watersheds[C]∥Proceedings of the INTERPRAEVENT International Symposium Disaster Mitigation of Debris Flows, Slope Failures and Landslides, Niigata, Japan. April 3-4, 2006: 25-29.
[17]孙 昊. 透过型泥石流拦砂坝调控与自清淤特性研究[D]. 北京: 中国科学院大学, 2021. (SUN Hao. Study on Regulation and Self-cleaning Characteristics of Permeable Debris Flow Sand Dam[D].Beijing: University of Chinese Academy of Sciences, 2021. (in Chinese))
[18]陈剑刚, 陈晓清, 游 勇, 等. 山洪泥石流沟道形成区的拦砂坝生态组合: CN112081071B[P]. 2022-04-05. (CHEN J, CHEN X, YOU Y, et al. Sand Blocking Dam Ecological Combination of Mountain Torrent and Debris Flow Channel Forming Area: CN112081071B[P]. 2022-04-05.(in Chinese))
[19]周文兵, 柳金峰, 袁 东, 等. 白龙江中游泥石流拦砂坝防治效果分析[J]. 长江科学院院报, 2019, 36(9): 64-70. (ZHOU Wen-bing, LIU Jin-feng, YUAN Dong, et al. Control Effect of Check Dams on Debris Flow in the Midstream of Bailong River[J]. Journal of Yangtze River Scientific Research Institute, 2019, 36(9): 64-70.(in Chinese))
[20]袁 东, 柳金峰, 游 勇, 等. 白龙江甘家沟泥石流过坝堆积物力学性能分析[J]. 长江科学院院报, 2018, 35(2): 44-50. (YUAN Dong, LIU Jin-feng, YOU Yong, et al. Mechanical Properties of Debris Passing Through Check Dam in Ganjia Gully in the Midstream of Bailong River[J]. Journal of Yangtze River Scientific Research Institute, 2018, 35(2): 44-50.(in Chinese))