四川汶川县板子沟“6•26”特大型泥石流成因特征与活动性研究

张宪政, 铁永波, 宁志杰, 杨昶, 李宗亮, 李明辉, 梁京涛, 卢佳燕, 鲁拓, 李光辉, 李果, 向炳霖. 四川汶川县板子沟“6•26”特大型泥石流成因特征与活动性研究[J]. 水文地质工程地质, 2023, 50(5): 134-145. doi: 10.16030/j.cnki.issn.1000-3665.202307003
引用本文: 张宪政, 铁永波, 宁志杰, 杨昶, 李宗亮, 李明辉, 梁京涛, 卢佳燕, 鲁拓, 李光辉, 李果, 向炳霖. 四川汶川县板子沟“6•26”特大型泥石流成因特征与活动性研究[J]. 水文地质工程地质, 2023, 50(5): 134-145. doi: 10.16030/j.cnki.issn.1000-3665.202307003
ZHANG Xianzheng, TIE Yongbo, NING Zhijie, YANG Chang, LI Zongliang, LI Minghui, LIANG Jingtao, LU Jiayan, LU Tuo, LI Guanghui, LI Guo, XIANG Binglin. Characteristics and activity analysis of the catastrophic “6•26” debris flow in the Banzi catchment, Wenchuan County of Sichuan Province[J]. Hydrogeology & Engineering Geology, 2023, 50(5): 134-145. doi: 10.16030/j.cnki.issn.1000-3665.202307003
Citation: ZHANG Xianzheng, TIE Yongbo, NING Zhijie, YANG Chang, LI Zongliang, LI Minghui, LIANG Jingtao, LU Jiayan, LU Tuo, LI Guanghui, LI Guo, XIANG Binglin. Characteristics and activity analysis of the catastrophic “6•26” debris flow in the Banzi catchment, Wenchuan County of Sichuan Province[J]. Hydrogeology & Engineering Geology, 2023, 50(5): 134-145. doi: 10.16030/j.cnki.issn.1000-3665.202307003

四川汶川县板子沟“6•26”特大型泥石流成因特征与活动性研究

  • 基金项目: 国家自然科学基金项目(U20A20110-01);中国地质调查局地质调查项目(DD20221746)
详细信息
    作者简介: 张宪政(1990-),男,博士后,主要从事地质灾害演变规律和防治研究。E-mail:2018010092@stu.cdut.edu.cn
    通讯作者: 铁永波(1979-),男,博士,教授级高级工程师,博士生导师,主要从事地质灾害形成机理与防治研究。E-mail:tyongbo@mail.cgs.gov.cn
  • 中图分类号: P642.23

Characteristics and activity analysis of the catastrophic “6•26” debris flow in the Banzi catchment, Wenchuan County of Sichuan Province

More Information
  • 2023年6月26日,四川省阿坝州汶川县板子沟发生灾害性泥石流,沟口冲出总量约8.28×105 m3,堵塞岷江并形成面积约0.4 km2的堰塞湖。为揭示汶川震后15 a仍发生特大型泥石流事件的内在成因机制,采用现场调查、遥感解译、地形叠加分析与动力学参数计算等方法,分析板子沟泥石流的成因和堵江特征,并在此基础上提出防治建议。研究结果表明:(1)板子沟泥石流触发降雨具有短历时高强度的特征,泥石流以沟道物源启动为主;(2)泥石流洪峰流量高达755.5 m3/s,是导致堵塞岷江的主要原因;(3)板子沟泥石流表明,震后这类泥石流的活动性因物源耦合输移而具有滞后性和长期性特点。建议加强震区泥石流隐蔽型同震滑坡物源和沟道物源动态调查评估。研究结果有助于深化对震后泥石流活动性演变规律的认识,并可为震后泥石流的防治提供科学参考。

  • 加载中
  • 图 1  板子沟泥石流堆积扇(拍摄于2023年6月27日)

    Figure 1. 

    图 2  研究区地质图

    Figure 2. 

    图 3  板子沟泥石流成灾特征图(拍摄于2023年6月29日)

    Figure 3. 

    图 4  弯道超高计算参数示意图

    Figure 4. 

    图 5  泥石流前后影像对比图

    Figure 5. 

    图 6  板子沟4号支沟启动位置及与主沟交汇处侵蚀堆积特征

    Figure 6. 

    图 7  板子沟物源分布图

    Figure 7. 

    图 8  板子沟坡面物源与海拔统计图

    Figure 8. 

    图 9  板子沟坡面物源与坡度统计图

    Figure 9. 

    图 10  泥石流堆积区取样粒度分布

    Figure 10. 

    图 11  研究区泥石流暴发降雨特征

    Figure 11. 

    图 12  泥石流沟道侵蚀堆积分布图

    Figure 12. 

    图 13  堆积扇形态及剖面图

    Figure 13. 

    图 14  弯道超高断面分布图

    Figure 14. 

    图 15  泥石流搬运直径超过2.5 m的巨石照片

    Figure 15. 

    表 1  数据清单

    Table 1.  Data list

    数据类型 分辨率 来源
    岩性数据 1∶5万 中国地质调查局成都地质调查中心
    高程数据 30 m ALOS全球数字地表模型
    地表高程(DSM) 0.1 m 无人机测量,日期:2019-10-16,2023-06-27
    卫星影像数据 3 m Planet Application Program Interface:
    In Space for Life on Earth. https://api.planet.com.
    日期:2023-05-24,2023-06-27,2023-07-01
    全色影像 0.1 m 无人机测量,日期:2019-10-16,2023-06-27
    2008年同震滑坡
    分布数据
    2.5 m 徐冲等公开数据[27]
    下载: 导出CSV

    表 2  泥石流洪峰流量计算参数及结果

    Table 2.  Calculation parameters and results of peak flow of debris flow

    编号 沟道
    宽度/m
    泥石流平
    均高度/m
    沟道转弯曲
    率半径/m
    超高
    高度/m
    沟道坡度/(°) 经验修
    正因子
    泥石流流
    速/(m·s−1
    过流断面
    面积/m2
    泥石流流量/(m3·s−1
    1 48.9 5.8 167.0 3.2 0.08 14.8 2.7 281.7 762.7
    2 29.0 4.9 139.0 3.6 0.07 6.1 5.3 142.1 748.2
    下载: 导出CSV
  • [1]

    TANG Chuan,ZHU Jing,LI Weile,et al. Rainfall-triggered debris flows following the Wenchuan earthquake[J]. Bulletin of Engineering Geology and the Environment,2009,68(2):187 − 194. doi: 10.1007/s10064-009-0201-6

    [2]

    CHEN Ming,TANG Chuan,ZHANG Xianzheng,et al. Quantitative assessment of physical fragility of buildings to the debris flow on 20 August 2019 in the Cutou gully,Wenchuan,southwestern China[J]. Engineering Geology,2021,293:106319. doi: 10.1016/j.enggeo.2021.106319

    [3]

    TANG Chenxiao,LIU Xinlei,CAI Yinghua,et al. Monitoring of the reconstruction process in a high mountainous area affected by a major earthquake and subsequent hazards[J]. Natural Hazards and Earth System Sciences,2020,20(4):1163 − 1186. doi: 10.5194/nhess-20-1163-2020

    [4]

    TANG Chuan,ZHU Jing,DING Jun,et al. Catastrophic debris flows triggered by a 14 August 2010 rainfall at the epicenter of the Wenchuan earthquake[J]. Landslides,2011,8(4):485 − 497. doi: 10.1007/s10346-011-0269-5

    [5]

    GUO Xiaojun,CUI Peng,MARCHI L,et al. Characteristics of rainfall responsible for debris flows in Wenchuan earthquake area[J]. Environmental Earth Sciences,2017,76(17):596. doi: 10.1007/s12665-017-6940-y

    [6]

    崔鹏,韩用顺,陈晓清. 汶川地震堰塞湖分布规律与风险评估[J]. 四川大学学报(工程科学版),2009,41(3):35 − 42. [CUI Peng,HAN Yongshun,CHEN Xiaoqing. Distribution and risk analysis of dammed lakes reduced by Wenchuan earthquake[J]. Journal of Sichuan University (Engineering Science Edition),2009,41(3):35 − 42. (in Chinese with English abstract)

    CUI Peng, HAN Yongshun, CHEN Xiaoqing. Distribution and risk analysis of dammed lakes reduced by Wenchuan earthquake[J]. Journal of Sichuan University (Engineering Science Edition), 2009, 413): 3542. (in Chinese with English abstract)

    [7]

    铁永波,张宪政,卢佳燕,等. 四川省泸定县Ms6.8级地震地质灾害发育规律与减灾对策[J]. 水文地质工程地质,2022,49(6):1 − 12. [TIE Yongbo,ZHANG Xianzheng,LU Jiayan,et al. Characteristics of geological hazards and it’s mitigations of the Ms6.8 earthquake in Luding County,Sichuan Province[J]. Hydrogeology & Engineering Geology,2022,49(6):1 − 12. (in Chinese with English abstract)

    TIE Yongbo, ZHANG Xianzheng, LU Jiayan, et al. Characteristics of geological hazards and it’s mitigations of the Ms6.8 earthquake in Luding County, Sichuan Province[J]. Hydrogeology & Engineering Geology, 2022, 496): 112. (in Chinese with English abstract)

    [8]

    LI Yan,HU Wei,WASOWSKI J,et al. Rapid episodic erosion of a cohesionless landslide dam:Insights from loss to scour of Yangjia Gully check dams and from flume experiments[J]. Engineering Geology,2021,280:105971. doi: 10.1016/j.enggeo.2020.105971

    [9]

    FAN Xuanmei,SCARINGI G,KORUP O,et al. Earthquake-induced chains of geologic hazards:Patterns,mechanisms,and impacts[J]. Reviews of Geophysics,2019,57(2):421 − 503. doi: 10.1029/2018RG000626

    [10]

    DOMÈNECH G,FAN Xuanmei,SCARINGI G,et al. Modelling the role of material depletion,grain coarsening and revegetation in debris flow occurrences after the 2008 Wenchuan earthquake[J]. Engineering Geology,2019,250:34 − 44. doi: 10.1016/j.enggeo.2019.01.010

    [11]

    ZHANG Shuai,ZHANG Limin. Impact of the 2008 Wenchuan earthquake in China on subsequent long-term debris flow activities in the epicentral area[J]. Geomorphology,2017,276:86 − 103. doi: 10.1016/j.geomorph.2016.10.009

    [12]

    YANG Fan,FAN Xuanmei,SUBRAMANIAN S S,et al. Catastrophic debris flows triggered by the 20 August 2019 rainfall,a decade since the Wenchuan earthquake,China[J]. Landslides,2021,18(9):3197 − 3212. doi: 10.1007/s10346-021-01713-6

    [13]

    ZHU Jing,TANG Chuan,CHANG Ming,et al. Field observations of the disastrous 11 July 2013 debris flows in Qipan gully,Wenchuan area,southwestern China[C]//Engineering Geology for Society and Territory - Volume 2. Cham:Springer,2015:531 − 535.

    [14]

    DAI Lanxin,SCARINGI G,FAN Xuanmei,et al. Coseismic debris remains in the orogen despite a decade of enhanced landsliding[J]. Geophysical Research Letters,2021,48(19):e2021GL095850.

    [15]

    TANG Chenxiao,VAN WESTEN C J,TANYAS H,et al. Analysing post-earthquake landslide activity using multi-temporal landslide inventories near the epicentral area of the 2008 Wenchuan earthquake[J]. Natural Hazards and Earth System Sciences,2016,16(12):2641 − 2655. doi: 10.5194/nhess-16-2641-2016

    [16]

    李明威,熊江,陈明,等. 汶川震区植被恢复与同震滑坡活动性动态演化分析[J]. 水文地质工程地质,2023,50(3):182 − 192. [LI Mingwei,XIONG Jiang,CHEN Ming,et al. Vegetation restoration and dynamic evolution analysis of landslide activity in the Wenchuan earthquake area[J]. Hydrogeology & Engineering Geology,2023,50(3):182 − 192. (in Chinese with English abstract) doi: 10.16030/j.cnki.issn.1000-3665.202209049

    LI Mingwei, XIONG Jiang, CHEN Ming, et al. Vegetation restoration and dynamic evolution analysis of landslide activity in the Wenchuan earthquake area[J]. Hydrogeology & Engineering Geology, 2023, 503): 182192. (in Chinese with English abstract) doi: 10.16030/j.cnki.issn.1000-3665.202209049

    [17]

    YUNUS A P,FAN Xuanmei,TANG Xiaolu,et al. Decadal vegetation succession from MODIS reveals the spatio-temporal evolution of post-seismic landsliding after the 2008 Wenchuan earthquake[J]. Remote Sensing of Environment,2020,236:111476. doi: 10.1016/j.rse.2019.111476

    [18]

    HOVIUS N,MEUNIER P,LIN C W,et al. Prolonged seismically induced erosion and the mass balance of a large earthquake[J]. Earth and Planetary Science Letters,2011,304(3/4):347 − 355.

    [19]

    YANG Yu,TANG Chenxiao,TANG Chuan,et al. Spatial and temporal evolution of long-term debris flow activity and the dynamic influence of condition factors in the Wenchuan earthquake-affected area,Sichuan,China[J]. Geomorphology,2023,435:108755. doi: 10.1016/j.geomorph.2023.108755

    [20]

    ZHANG Xianzheng,TANG Chenxiao,LI Ning,et al. Investigation of the 2019 Wenchuan County debris flow disaster suggests nonuniform spatial and temporal post-seismic debris flow evolution patterns[J]. Landslides,2022,19(8):1935 − 1956. doi: 10.1007/s10346-022-01896-6

    [21]

    王晓迪. 汶川地震三大片区崩滑堆积体植被恢复研究[D]. 成都:成都理工大学,2020. [WANG Xiaodi. Research on vegetation restoration of landslide in three area of Wenchuan Earthquake[D]. Chengdu:Chengdu University of Technology,2020. (in Chinese with English abstract)

    WANG Xiaodi. Research on vegetation restoration of landslide in three area of Wenchuan Earthquake[D]. Chengdu: Chengdu University of Technology, 2020. (in Chinese with English abstract)

    [22]

    XIONG Jiang,TANG Chuan,GONG Lingfeng,et al. How landslide sediments are transferred out of an alpine basin:Evidence from the epicentre of the Wenchuan earthquake[J]. CATENA,2022,208:105781. doi: 10.1016/j.catena.2021.105781

    [23]

    潘桂棠,王立全,尹福光,等. 青藏高原形成演化研究回顾、进展与展望[J]. 沉积与特提斯地质,2022,42(2):151 − 175. [PAN Guitang,WANG Liquan,YIN Fuguang,et al. Researches on geological-tectonic evolution of Tibetan Plateau:A review,recent advances,and directions in the future[J]. Sedimentary Geology and Tethyan Geology,2022,42(2):151 − 175. (in Chinese with English abstract)

    PAN Guitang, WANG Liquan, YIN Fuguang, et al. Researches on geological-tectonic evolution of Tibetan Plateau: A review, recent advances, and directions in the future[J]. Sedimentary Geology and Tethyan Geology, 2022, 422): 151175. (in Chinese with English abstract)

    [24]

    郭孟周. 汶川县绵虒镇板子沟村2组板子沟泥石流治理工程勘查报告[R]. 成都:武汉地质工程勘察院. 2019. [Guo Mengzhou. Investigation report of Banzi gully debris flow control project of Group 2 on Banzi gully Village,Miansi Town,Wenchuan County[R]. Chengdu:Wuhan Institute of Geological Engineering Exploration,2019. (in Chinese)

    Guo Mengzhou. Investigation report of Banzi gully debris flow control project of Group 2 on Banzi gully Village, Miansi Town, Wenchuan County[R]. Chengdu: Wuhan Institute of Geological Engineering Exploration, 2019. (in Chinese)

    [25]

    吕小波,游勇,李道凌,等. “8·20”板子沟泥石流特征及防治措施[J]. 防灾减灾工程学报,2022,42(1):12 − 23. [LYU Xiaobo,YOU Yong,LI Daoling,et al. Characteristics and mitigation measures of Banzi gully debris flow on August 20th,2019,in Wenchuan County,Sichuan[J]. Journal of Disaster Prevention and Mitigation Engineering,2022,42(1):12 − 23. (in Chinese with English abstract) doi: 10.13409/j.cnki.jdpme.202007027

    LYU Xiaobo, YOU Yong, LI Daoling, et al. Characteristics and mitigation measures of Banzi gully debris flow on August 20th, 2019, in Wenchuan County, Sichuan[J]. Journal of Disaster Prevention and Mitigation Engineering, 2022, 421): 1223. (in Chinese with English abstract) doi: 10.13409/j.cnki.jdpme.202007027

    [26]

    李明威,唐川,陈明,等. 四川省汶川县板子沟8·20泥石流成因与易损强度分析[J]. 防灾减灾工程学报,2021,41(2):238 − 245. [LI Mingwei,TANG Chuan,CHEN Ming,et al. Formation and vulnerability analysis for debris flow occurred on 20 August 2019 in Banzi catchment,Wenchuan County,Sichuan Province,China[J]. Journal of Disaster Prevention and Mitigation Engineering,2021,41(2):238 − 245. (in Chinese with English abstract) doi: 10.13409/j.cnki.jdpme.202004071

    LI Mingwei, TANG Chuan, CHEN Ming, et al. Formation and vulnerability analysis for debris flow occurred on 20 August 2019 in Banzi catchment, Wenchuan County, Sichuan Province, China[J]. Journal of Disaster Prevention and Mitigation Engineering, 2021, 412): 238245. (in Chinese with English abstract) doi: 10.13409/j.cnki.jdpme.202004071

    [27]

    XU Chong,XU Xiwei,YAO Xin,et al. Three (nearly) complete inventories of landslides triggered by the May 12,2008 Wenchuan Mw7.9 earthquake of China and their spatial distribution statistical analysis[J]. Landslides,2014,11(3):441 − 461. doi: 10.1007/s10346-013-0404-6

    [28]

    TANG Chuan,RENGERS N,VAN ASCH T W J. et al. Triggering conditions and depositional characteristics of a disastrous debris flow event in Zhouqu city,Gansu Province,northwestern China[J]. Natural Hazards and Earth System Sciences,2011,11(11):2903 − 2912. doi: 10.5194/nhess-11-2903-2011

    [29]

    PROCHASKA A B,SANTI P M,HIGGINS J D,et al. A study of methods to estimate debris flow velocity[J]. Landslides,2008,5(4):431 − 444. doi: 10.1007/s10346-008-0137-0

    [30]

    SCHEIDL C,MCARDELL B W,RICKENMANN D. Debris-flow velocities and superelevation in a curved laboratory channel[J]. Canadian Geotechnical Journal,2015,52(3):305 − 317. doi: 10.1139/cgj-2014-0081

    [31]

    余斌. 根据泥石流沉积物计算泥石流容重的方法研究[J]. 沉积学报,2008,26(5):789 − 796. [YU Bin. Research on the calculating density by the deposit of debris flows[J]. Acta Sedimentologica Sinica,2008,26(5):789 − 796. (in Chinese with English abstract) doi: 10.14027/j.cnki.cjxb.2008.05.024

    YU Bin. Research on the calculating density by the deposit of debris flows[J]. Acta Sedimentologica Sinica, 2008, 265): 789796. (in Chinese with English abstract) doi: 10.14027/j.cnki.cjxb.2008.05.024

    [32]

    王东伟,游勇,李道凌,等. 汶川县绵虒镇板子沟“8·20”大型泥石流堵河特征及危害性预测[J]. 中国地质灾害与防治学报,2022,33(1):58 − 66. [WANG Dongwei,YOU Yong,LI Daoling,et al. The river blockage characteristics of “8·20” large-scale debris flow and the hazard prediction in Banzi gully in Miansi Town,Wenchuan County [J]. The Chinese Journal of Geological Hazard and Control,2022,33(1):58 − 66. (in Chinese with English abstract) doi: 10.16031/j.cnki.issn.1003-8035.2022.01-07

    WANG Dongwei, YOU Yong, LI Daoling, et al. The river blockage characteristics of “8·20” large-scale debris flow and the hazard prediction in Banzi gully in Miansi Town, Wenchuan County [J]. The Chinese Journal of Geological Hazard and Control, 2022, 331): 5866. (in Chinese with English abstract) doi: 10.16031/j.cnki.issn.1003-8035.2022.01-07

    [33]

    GE Yonggang,CUI Peng,ZHANG Jianqiang,et al. Catastrophic debris flows on July 10th 2013 along the Min River in areas seriously-hit by the Wenchuan earthquake[J]. Journal of Mountain Science,2015,12(1):186 − 206. doi: 10.1007/s11629-014-3100-7

    [34]

    中国地质灾害防治工程行业协会. 泥石流灾害防治工程勘查规范(试行):T/CAG1HP006—2018[S]. 武汉:中国地质大学出版社,2018. [China Geological Disaster Prevention Engineering Association. Specification of geological investigation for debris flow stabilization:T/CAG1HP006—2018[S]. Wuhan:China University of Geosciences Press, 2018. (in Chinese)

    China Geological Disaster Prevention Engineering Association. Specification of geological investigation for debris flow stabilization: T/CAG1HP006—2018[S]. Wuhan: China University of Geosciences Press, 2018. (in Chinese)

    [35]

    宋志. 泥石流堵断主河临界条件研究进展[J]. 沉积与特提斯地质,2015,35(3):109 − 112. [SONG Zhi. Progress in the research of the critical conditions of river blocking by debris flows[J]. Sedimentary Geology and Tethyan Geology,2015,35(3):109 − 112. ( in Chinese with English abstract) doi: 10.3969/j.issn.1009-3850.2015.03.016

    SONG Zhi. Progress in the research of the critical conditions of river blocking by debris flows[J]. Sedimentary Geology and Tethyan Geology, 2015, 353): 109112. ( in Chinese with English abstract) doi: 10.3969/j.issn.1009-3850.2015.03.016

    [36]

    崔鹏,何易平,陈杰. 泥石流输沙及其对山区河道的影响[J]. 山地学报,2006,24(5):539 − 549. [CUI Peng,HE Yiping,CHEN Jie. Debris flow sediment transportation and its effects on rivers in mountain area[J]. Journal of Mountain Science,2006,24(5):539 − 549. (in Chinese with English abstract) doi: 10.3969/j.issn.1008-2786.2006.05.005

    CUI Peng, HE Yiping, CHEN Jie. Debris flow sediment transportation and its effects on rivers in mountain area[J]. Journal of Mountain Science, 2006, 245): 539549. (in Chinese with English abstract) doi: 10.3969/j.issn.1008-2786.2006.05.005

    [37]

    杨彬. 紫坪铺水库上游流域径流变化趋势及水文情势变化分析[J]. 四川水利,2021,42(增刊1):89 − 93. [YANG Bin. Analysis of runoff change trend and hydrological situation change in the upper reaches of Zipingpu Reservoir[J]. Sichuan Water Resources,2021,42(Sup 1):89 − 93. (in Chinese)

    YANG Bin. Analysis of runoff change trend and hydrological situation change in the upper reaches of Zipingpu Reservoir[J]. Sichuan Water Resources, 2021, 42(Sup 1): 89 − 93. (in Chinese)

    [38]

    CHEN Ming,TANG Chuan,LI Mingwei,et al. Changes of surface recovery at coseismic landslides and their driving factors in the Wenchuan earthquake-affected area[J]. CATENA,2022,210:105871. doi: 10.1016/j.catena.2021.105871

    [39]

    LI Ning,TANG Chuan,ZHANG Xianzheng,et al. Characteristics of the disastrous debris flow of Chediguan gully in Yinxing Town,Sichuan Province,on August 20,2019[J]. Scientific Reports,2021,11(1):23666. doi: 10.1038/s41598-021-03125-x

  • 加载中

(15)

(2)

计量
  • 文章访问数:  1426
  • PDF下载数:  87
  • 施引文献:  0
出版历程
收稿日期:  2023-07-02
修回日期:  2023-07-08
刊出日期:  2023-09-15

目录