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| Study on the damage of the August 8,2017 Jiuzhaigou earthquake to debris flow mitigation engineering in the national park #br# |
| HUANG Hai1,2,SHI Shengwei1,2,YANG Shun1,2,TIAN You1,2,YANG Dongxu1,2,LIU Jiankang1,2#br# |
(1. Institute of Exploration Technology,Chinese Academy of Geological Sciences,Chengdu,Sichuan 611734,China;2. Technical Center for Geological Hazard Prevention and Control,China Geological Survey,Chengdu,Sichuan 611734,China)
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Abstract A magnitude Ms 7.0 earthquake struck the Jiuzhaigou World Natural Heritage Park,in Sichuan province,Southwest of China on August 8,2017,and trigged abundant coseismic landslides in the scenic spot. Due to 3 strong rainfalls,dozens of debris flow hazards occurred in the national park after the earthquake. Field survey,sampling test and comparative analysis were used to research the damage models of the debris flow mitigation engineering completed from 1984 to 2016. In total,there are 11 mitigation systems of debris flow gully suffering from partial damage such as Keze gully,Rize 1st gully,Rize 2nd gully and Shuzheng gully,and the engineering of Xuan gully near the Xiajijie lake. Striking of the earthquake the mitigation engineering would trigger a coseismic damage,mainly affected by topographic conditions and engineering structures. As the formed conditions changed,it also caused an indirect damage by increase the value of the charismatics of debris flow. The indirect damage,which has the characteristics of “multi-pathogenesis and same symptoms”,is controlled by the physical and dynamic characteristics of debris flows. Besides,the charismatics values of discharge and density,the driftwood of debris flow are other important factors to the engineering damage. When encountering a larger hazard than the standard of initial design,the mitigation engineering will cause 7 types of damages such as the impact,the abrasion,the erosion,and the damage due to flow direction change. It is suggested that the effects of discharge amplification and driftwood should be focused on for reconstructing the mitigation engineering of the national park after the earthquake.
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[1] 钟敦伦,谢 洪,韦方强,等. 长江上游泥石流综合危险度区划[M]. 上海:上海科学技术出版社,2010:65–72.(ZHONG Dunlun,XIE Hong,WEI Fangqiang,et al. Comprehensive risk zoning of debris flow in the upper reaches of the Yangtze River[M]. Shanghai:Shanghai Scientific and Technical Publishers,2010:65–72.(in Chinese))
[2] 董晓莉,张 捷,吴必虎,等. 灾害事件对旅游地意象影响的研究—以九寨沟风景区为例[J]. 地域研究与开发,2011,30(3):102–107.(DONG Xiaoli,ZHANG Jie,WU Bihu,et al. Impact of disaster event on tourism destination image:a case study of Jiuzhaigou national park[J]. Areal Research and Development,2011,30(3): 102–107.(in Chinese))
[3] 李宜聪,张 捷,刘泽华,等. 自然灾害型危机事件后国内旅游客源市场恢复研究——以九寨沟景区为例[J]. 旅游学刊,2016,31(6):104–112.(LI Yicong,ZHANG Jie,LIU Zehua,et al. Resilience of domestic tourist market after crisis:a case study of Jiuzhai Valley[J]. Tourism Tribune,2016,31(6):104–112.(in Chinese))
[4] CUI P,CHEN X,LIU S,et al. Techniques of debris flow prevention in national parks[J]. Earth Science Frontiers,2007,14(6):172–177.
[5] 陈晓清,崔 鹏,唐邦兴,等. 具有风景区泥石流治理特色的土木工程措施[J]. 中国地质灾害与防治学报,2006,17(2):79–84.(CHEN Xiaoqing,CUI Peng,TANG Bangxing,et al. Civil engineering techniques for debris flow control in national parks[J]. The Chinese Journal of Geological Hazard and Control,2006,17(2):79–84.(in Chinese))
[6] 崔 鹏,柳素清,唐邦兴,等. 风景名胜区泥石流治理模式:以世界自然遗产九寨沟为例[J]. 中国科学:技术科学,2003,33(增1):1–9.(CUI Peng,L IU Suqing,TANG Bangxing, et al. Debris flow control model in scenic spots:A case study of Jiuzhaigou[J]. Scientia Sinica:Technologica,2003,33(Supp.1):1–9.(in Chinese))
[7] 崔 鹏,陈晓清,柳素清,等. 风景区泥石流防治特点与技术[J]. 地学前缘,2007,14(06):174–180.(CUI Peng,CHEN Xiaoqing,LIU Suqing et al. Techniques of debris flow prevention in national parks[J]. Earth Science Frontiers,2007,14(6):174–180.(in Chinese))
[8] 崔 鹏,柳素清,唐邦兴,等. 风景区泥石流研究与防治[M]. 北京:科学出版社,2005:55–138.(CUI Peng,LIU Suqing,TANG Bangxing, et al. Debris flow study and prevention in national park[M]. Beijing:Science Press,2005:55–138.(in Chinese))
[9] HU X D,HU K H,TANG J B,et al. Quantitative assessment of the impact of earthquake induced geohazards on natural landscapes in Jiuzhaigou Valley[J]. Journal of Mountain Science,2019,16(2):202–213.
[10] LEI H,WANG,X L,HOU H,et al. The earthquake in Jiuzhaigou County of Northern Sichuan,China on August 8,2017[J]. Natural Hazards,2018,90(2):1 021–1 030.
[11] 徐锡伟,陈桂华,王启欣,等. 九寨沟地震发震断层属性及青藏高原东南缘现今应变状态讨论[J]. 地球物理学报,2017,60(10):4 018–4 026.(XU Xiwei,CHEN Guihua,WANG Qixin,et al. Discussion on seismogenic structure of Jiuzhaigou earthquake and its implication for current strain state in the southeastern Qinghai-Tibet Plateau[J]. Chinese Journal of Geophysics,2017,60(10):4 018– 4 026.(in Chinese))
[12] 易桂喜,龙 锋,梁明剑,等. 2017年8月8日九寨沟M7.0地震及余震震源机制解与发震构造分析[J]. 地球物理学报,2017,60(10):4 083–4 097.(YI Guixi,LONG Feng,LIANG Mingjian,et al. Focal mechanism solutions and seismogenic structure of the 8 August 2017 M7.0 Jiuzhaigou earthquake and its aftershocks,northern Sichuan[J]. Chinese Journal of Geophysics,2017,60(10):4 083–4 097.(in Chinese))
[13] 许 冲,王世元,徐锡伟,等. 2017年8月8日四川省九寨沟MS 7.0地震触发滑坡全景[J]. 地震地质,2018,40(1):238–266.(XU Chong,WANG Shiyuan,XU Xiwei,et al. A panorama of landslides trigged by the 8 August 2017 Jiuzhaigou,Sichuan Ms 7.0 earthquake[J]. Seismology and Geology,2018,40(1):238–266.(in Chinese))
[14] 李 强,张景发. 高分三号卫星全极化SAR影像九寨沟地震滑坡普查[J]. 遥感学报,2019,23(5):883–891.(LI Qiang,ZHANG Jingfa. Investigation on earthquake-induced landslide in Jiuzhaigou using fully polarimetric GF-3 SAR images[J]. Journal of Remote Sensing,2019,23(5):883–891.(in Chinese))
[15] FAN X,SCARINGI G,XU Q,et al. Coseismic landslides triggered by the 8th August 2017 Ms 7.0 Jiuzhaigou earthquake(Sichuan,China):factors controlling their spatial distribution and implications for the seismogenic blind fault identification[J]. Landslides,2018,15(2):967–983.
[16] TIAN Y,XU C,MA S,et al. Inventory and Spatial Distribution of Landslides Triggered by the 8th August 2017 MW 6.5 Jiuzhaigou Earthquake,China[J]. Journal of Earth Science,2019,30(1):206–217.
[17] 马思远,许 冲,田颖颖,等. 基于逻辑回归模型的九寨沟地震滑坡危险性评估[J]. 地震地质,2019,41(1):165–180.(MA Siyuan,XU Chong,TIAN Yingying,et al. Application of logistic regression model for hazard assessment of earthquake-triggered landslides:A case study of 2017 Jiuzhaigou(china) Ms 7.0 event[J]. Seismology and Geology,2019,41(1):165–180.(in Chinese))
[18] 李世广,胡欣欣,唐 亚,等. 九寨沟箭竹海沉积物中BSi含量及其环境指示意义[J]. 山地学报,2011,29(4):395–401.(HU Shiguang,HU Xinxin,TANG Ya,et al. Biogenic silica distribution in the sediments from Arrow Bamboo Lake in Jiuzhaigou World Nature Heritage Reserve,China:environmental implication[J]. Journal of Mountain Science,2011,29(4):395–401.(in Chinese))
[19] 陈 盼,唐 亚,乔 雪,等. 山地灾害和人类活动干扰下九寨沟下季节海的沉积变化[J]. 山地学报,2011,29(5):534–542.(CHEN Pan,TANG Ya,QIAO Xue,et al. Environmental change revealed by Lake Sedimentation in Jiuzhaigou National Reserve,Sichuan,China[J]. Journal of Mountain Science,2011,29(5):534–542.(in Chinese))
[20] 李碧雄,谢和平,邓建辉,等. 汶川地震中房屋建筑震害特征及抗震设计思考[J]. 防灾减灾工程学报,2009,29(2):224–230.(LI Bixiong,XIE Heping,DENG Jianhui,et al. Characteristic analysis of performance and damage of buildings in Wenchuan earthquake and considerations in aseismic design of buildings[J]. Journal of Disaster Prevention and Mitigation Engineering,2009,29(2):224–230.(in Chinese))
[21] 国家能源局. 国家能源局关于印发汶川地震灾区水电站恢复重建导则的通知(国能局综字〔2008〕23号)[R/OL]. http://www.nea.gov.cn/2012-01/04/c_131260244.htm.(National Energy Administration. The national energy administration issued a notice on the guidelines for the restoration and reconstruction of hydropower stations in the quake-hit areas in Wenchuan(2008.No.23). http://www.nea.gov.cn/2012-01/04/c_131260244.htm.(in Chinese)))
[22] 黄 博,廖凯龙,赵 宇,等. 考虑河谷地形影响的多层框架结构地震易损性[J]. 浙江大学学报:工学版,2019,53(4):692–701.(HUANG Bo,LIAO Kailong,ZHAO Yu,et al. Seismic fragility analysis of multi-storey frame structure considering effect of valley terrain[J]. Journal of Zhejiang University:Engineering Science,2019,53(4):692–701.(in Chinese))
[23] 柳 春,余志祥,骆丽茹,等. 含大块石泥石流冲击作用下混凝土拦挡坝的动力学行为研究[J]. 振动与冲击,2019,38(14):161–168.(LIU Chun,YU Zhixiang,LUO Liru,et al. Dynamic behavior of a concrete dam impacted by debris flows with rock[J]. Journal of Vibration and Shock,2019,38(14):161–168.(in Chinese))
[24] 付 晓,张建经,廖蔚茗,等. 组合支护结构加固高边坡的地震动响应特性研究[J]. 岩石力学与工程学报,2017,36(4):831–842.(FU Xiao,ZHANG Jianjing,LIAO Weiming,et al. Shaking table test on seismic response of slopes reinforced by pile-cable retaining structure[J]. Chinese Journal of Rock Mechanics and Engineering,2017,36(4):831–842.(in Chinese))
[25] HUANG R Q,LI W L. Development and distribution of geohazards triggered by the 5.12 Wenchuan Earthquake in China[J]. Science in China,2009,52(4):810–819.
[26] 房立华,吴建平,苏金蓉,等. 四川九寨沟地震主震及其余震序列精定位[J]. 科学通报,2018,63(7):649–662.(FANG Lihua,WU Jianping,SU Jinrong,et al. Relocation of mainshock and aftershock sequence of MS 7.0 Sichuan Jiuzhaigou earthquake[J]. Chinese Science Bulletin,2018,63(7):649–662.(in Chinese))
[27] 崔 鹏,庄建琦,陈兴长,等. 汶川地震区震后泥石流活动特征与防治对策[J]. 四川大学学报:工程科学版,2010,42(5):10–19.(CUI Peng,ZHUANG Jianqi,CHEN Xingchang,et al. Characteristics and countermeasures of debris flow in Wenchuan Area after the earthquake[J]. Advanced Engineering Sciences,2010,42(5):10–19.(in Chinese))
[28] 何 真. 混凝土磨蚀冲蚀与其他环境因素的耦合作用[J]. 水利学报,2015,46(2):138–145.(HE Zhen. Interactions between severe environment and concrete resistance to abrasion and erosion[J]. Journal of Hydraulic Engineering,2015,46(2):138–145.(in Chinese))
[29] PAN H L,HUANG J C,WEI L Q,et al. A study on scouring laws downstream of debris flow Sabo dams[J]. Applied Mechanics and Materials,2012,170/173:2 071–2 076.
[30] 潘华利,欧国强,柳金峰. 泥石流沟道侵蚀初探[J]. 灾害学,2009,24(1):39–43.(PAN Huali,OU Guoqiang,LIU Jinfeng. A study on debris-flow gully erosion[J]. Journal of Catastrophology,2009,24(1):39–43.(in Chinese))
[31] PAN H L,WANG R,HUANG J C,et al. Study on the ultimate depth of scour pit downstream of debris flow sabo dam based on the energy method[J]. Engineering Geology,2013,160(6):103–109.
[32] HUANG R Q,PEI X J,FAN X M,et al. The characteristics and failure mechanism of the largest landslide triggered by the Wenchuan earthquake,May 12,2008,China[J]. Landslides,2012,9(3):131–142.
[33] 田述军,孔纪名,阿发友,等. 汶川地震山地灾害对环境因素的响应机制[J]. 四川大学学报:工程科学版,2010,42(5):95–101.(TIAN Shujun,KONG Jiming,A Fayou,et al. Responsive mechanism between earthquake-induced landslides and environment in Wenchuan Earthquake[J]. Advanced Engineering Sciences,2010,42(5):95–101.(in Chinese))
[34] BRAUDRICK C A,GRANT G E,ISHIKAWA Y,et al. Dynamics of wood transport in streams:a flume experiment[J]. Earth Surface Processes and Landforms,1997,22(7):669–683.
[35] HAN Z,CHEN G Q,LI Y G,et al. Numerical simulation of debris-flow behavior incorporating a dynamic method for estimating the entrainment[J]. Engineering Geology,2015,190(2):52–64.
[36] 王文松,尹光志,魏作安,等. 高烈度地震区细粒尾矿上游法筑坝动力反应与稳性分析[J]. 岩石力学与工程学报,2017,36(5): 1 201–1 214.(WANG Wensong,YIN Guangzhi,WEI Zuoan,et al. Analysis of the dynamic response and stability of fine grained tailings dam by upstream embankment method in the area of high intensity earthquake[J]. Chinese Journal of Rock Mechanics and Engineering,2017,36(5):1 201–1 214.(in Chinese))
[37] 杨玉生,温彦锋,刘小生,等. 水利工程震害中土工结构低应力破坏实例分析[J]. 岩土力学,2012,33(9):2 729–2 735.(YANG Yusheng,WEN Yanfeng,LIU Xiaosheng,et al. Case studies of earthen structures for hydraulic projects damaged under low confining stress during earthquake[J]. Rock and Soil Mechanics,2012,33(9):2 729–2 735.(in Chinese))
[38] 张昊宇,陈洪富,林旭川,等. 钢筋混凝土框架柱端剪切破坏震害分析及对策[J]. 哈尔滨工业大学学报,2016,48(12):43–50.(ZHANG Haoyu,CHEN Hongfu,LIN Xuchuan,et al. Mechanism analysis and prevention of seismic shear failure of RC frame columns[J]. Journal of Harbin Institute of Technology,2016,48(12):43–50.(in Chinese))
[39] FAN X M, 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.
[40] ZHOU W,CHANG M,TANG C,et al. A rapid method to identify the potential of debris flow development induced by rainfall in the catchments of the Wenchuan earthquake area[J]. Landslides,2016,13(5):1 243–1 259.
[41] 李孝永,杜国明,匡文慧. 九寨沟地震次生灾害风险及对自然保护区和自然遗产地的影响[J]. 水土保持通报,2019,39(2):307–314.(LI Xiaoyong,DU Guoming,KUANG Wenhui,et al. Risks of secondary disasters and its impact on nature reserves and natural heritages in Jiuzhaigou Earthquake area[J]. Bulletin of Soil and Water Conservation,2019,39(2):307–314.(in Chinese))
[42] 黄 海,刘建康,杨东旭. 泥石流容重的时空变化特征及影响因素研究[J]. 水文地质工程地质,2020,47(2):161–168.(HUANG Hai,LIU Jiankang,YANG Dongxu. A study on the characteristics and influencing factors of spatial-temporal changes of debris flow density[J]. Hydrogeology and Engineering Geology,2020,47(2):161–168.(in Chinese))
[43] 石胜伟,刘建康,蔡 强,等. 小口径钢管桩修复加固拦砂坝坝基土的技术方法研究[J]. 工程科学与技术,2019,51(5):33–40.(SHI Shengwei,LIU Jiankang,CAI Qiang,et al. Research of small caliber steel pipe piles to reinforce the foundation of check dam and proventit from scouring by debris flow[J]. Advanced Engineering Sciences,2019,51(5):33–40.(in Chinese))
[44] CHEN X,CUI P,YOU Y,et al. Engineering measures for debris flow hazard mitigation in the Wenchuan earthquake area[J]. Engineering Geology,2014,194:73–85.
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