水库区滑坡涌浪风险评估技术研究

doi:10.13722/j.cnki.jrme.2017.1047

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Abstract Many disastrous events of impulse waves generated by landslides have occurred in the Three Gorges Reservoir since its impoundment in 2003. This paper describes systematically the purpose，content and object of risk assessment for landslide induced impulse wave in reservoir for the first time and gives the definitions to the relevant concepts and establishes the technical frame with five phases，including the scope definition，hazard analysis，vulnerability analysis，risk estimation and risk division. The risk assessment process of impulse wave in reservoir and the products in every phase are demonstrated through the potential rockfall at Banbiyan in Wu Gorge of the Three Gorges Reservoir. The main risk receptors of landslide generated impulse wave at Banbiyan are ships in the waterway，with the potential maximum direct economic loss of thirteen thousand Yuan to anchored boats and possible two sailing ships capsized. There is a high risk area about three kilometers long suffering from the landslide generated impulse wave at Banbiyan in the Yangtze River. A quantitative risk assessment system for landslide induced impulse wave is beneficial to delineating the risk point or region suffering from the impulse wave disaster，and ranking the risk order of many potential landslide-induced impulse waves.

Key words： slope engineering impulse wave generated by landslide in reservoir risk assessment vulnerability of risk receptor of ship Banbiyan potential rockfall

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	HUANG Bolin1
	2
	YIN Yueping3

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HUANG Bolin1,2,YIN Yueping3. #br# Risk assessment research on impulse wave generated by landslide in reservoir[J]. , 2018, 37(3): 621-629.

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https://rockmech.whrsm.ac.cn/EN/10.13722/j.cnki.jrme.2017.1047 OR https://rockmech.whrsm.ac.cn/EN/Y2018/V37/I3/621

[1] 中国新闻网. 三峡船闸2016年通过量达1.3亿吨，创历史最高纪录[DB/OL]. 2017，http：//www.chinanews.com/cj/2017/01–06/8116159.shtml，2017–01–06.(China News. The Passing amount of Three Gorges ship lock reached 1.3 million tons in 2016，the highest record in history[DB/OL]. 2017，http：//www.chinanews.com/cj/2017/01–06/8116159.shtml，2017–01–06.(in Chinese))
[2] HUANG B，YIN Y，DU C. Risk management study on impulse waves generated by Hongyanzi landslide in Three Gorges Reservoir of China on June 24，2015[J]. Landslides，2016，13(3)：603–616.
[3] HELLER V，WILLI H H，MINOR H E. Landslide generated impulse waves in reservoirs[R]. Zurich：VAW，ETH，VAW Publikationen，2009.
[4] HUANG B，YIN Y P，WANG S C，et al. A physical similarity model of an impulsive wave generated by Gongjiafang landslide in Three Gorges Reservoir，China[J]. Landslides，2014，(11)：513–525.
[5] ATAIE-ASHTIANI B，MALEK M S. Near field amplitude of subaerial landslide generated waves in dam reservoirs[J]. Dam Engineering，2007，17(4)：197–222.
[6] 黄波林，王世昌，陈小婷，等. 碎裂岩体失稳产生涌浪原型物理相似试验研究[J]. 岩石力学与工程学报，2013，32(7)：1 417–1 425. (HUANG Bolin，WANG Shichang，CHEN Xiaoting，et al. Prototype physical similarity experimental study of impulsive wave generated by cataclastic rockmass failure[J]. Chinese Journal of Rock Mechanics and Engineering，2013，32(7)：1 417–1 425.(in Chinese))
[7] 殷坤龙，刘艺梁，汪洋，等. 三峡水库库岸滑坡涌浪物理模型试验[J]. 地球科学，2012，37(5)：1 067–1 074.(YIN Kunlong，LIU Yiliang，WANG Yang，et al. Physical model experiments of landslide- induced surge in three gorges reservoir[J]. Earth Science，2012，37(5)：1 067–1 074.(in Chinese))
[8] CROSTA G B，IMPOSIMATO S，RODDEMAN D. Landslide spreading，impulse water waves and modelling of the vajont rockslide[J]. Rock Mechanics and Rock Engineering，2016，49(6)：1–24.
[9] HARBITZ C B，GLIMSDAL S，LØVHOLT F，et al. Rockslide tsunamis in complex fjords：From an unstable rock slope at Åkerneset to tsunami risk in western Norway[J]. Coastal Engineering，2014，88：101–122.
[10] GABL R，SEIBL J，GEMS B，et al. 3D numerical approach to simulate the overtopping volume caused by an impulse wave comparable to avalanche impact in a reservoir[J]. Natural Hazards Earth System Science，2015，15(12)：2 617–2 630.
[11] ZHAO T，UTILI S，CROSTA G B. Rockslide and impulse wave modelling in the Vajont Reservoir by DEM-CFD Analyses[J]. Rock Mechanic and Rock Engineering，2015，49(6)：2 437–2 456.
[12] XING A，XU Q，ZHU Y，et al. The August 27， 2014， rock avalanche and related impulse water waves in Fuquan，Guizhou，China[J]. Landslides，2016，13(2)：411–422.
[13] WATTS P，GRILLI S T，KIRBY J T，et al. Landslide tsunami case studies using a Boussinesq model and a fully nonlinear tsunami generation model[J]. Natuarl Hazards Earth System Science，2003，3(5)：391–402.
[14] ATAIE-ASHTIANI B，MALEK-MOHAMMADI S. Mapping impulsive waves due to subaerial landslides into a dam reservoir：a case study of Shafa-Roud Dam[J]. Dam Engineering，2008，18(3)：1–25.
[15] 李红英，谭跃虎，李二兵. 库区单体滑坡灾害风险定量评估研究[J].地下空间与工程学报，2013，9(增2)：2 040–2 046.(LI Hongying， TAN Yuehu，LI Erbing. Research on quantitative of landslide assessment disaster risk in reservoir area of Kala hydropower station[J]. Chinese Journal of Underground Space and Engineering， 2013，9(Supp.2)：2 040–2 046.(in Chinese))
[16] 纪虹，司鹄. 基于GIS技术的三峡库区滑坡涌浪灾害易损性可视化研究[J]. 中国安全科学学报，2013，23(9)：166–171.(JI Hong，SI Hao. Visualized analysis of surge vulnerability by landslides based on GIS in Three Gorges Reservoirs[J]. China Safety Science Journal，2013，23(9)：166–171.(in Chinese))
[17] 吴树仁. 滑坡风险评估理论与技术[M]. 北京：科学出版社，2012：8–75.(WU Shuren. Theory and technology of landslide risk assessment[M]. Beijing：Science Press，2012：8–75.(in Chinese))
[18] 张茂省，董英，孙萍萍，等. 基于水位的赵家岸滑坡风险分析与控制[J]. 水文地质工程地质，2011，38(1)：123–127.(ZHANG Maosheng，DONG Ying，SUN Pingping，et al. Risk analysis and control of the Zhaojiaan landslide through controlling water levels[J]. Hydrogeology and Engineering Geology，2011，38(1)：123–127.(in Chinese))
[19] 向喜琼，黄润秋. 地质灾害风险评价与风险管理[J]. 地质灾害与环境保护，2000，(1)：38–41.(XIANG Xiqiong，HUANG Runqiu. Risk assessment and risk management for slope geohazards[J]. Chinese Journal of Geological Hazards and Environment Preservation，2000，(1)：38–41.(in Chinese))
[20] GALLI M，GUZZETTI F. Landslide Vulnerability criteria：a case study from Umbria，Central Italy[J]. Environmental Management，2007，40(4)：649–664.
[21] BAUM R L，COE J A，GODT J W，et al. Regional landslide-hazard assessment for Seattle，Washington，USA[J]. Landslides，2005，2(4)：266–279.
[22] HO K K S，LEROI E，ROBERDS B. Quantitative risk assessment- application，myths and future direction[C]// Proceedings of the International Conference on Geotechnical and Geological Engineering. [S. l.]：[s. n.]，2000：269–312.
[23] JELINEK R，KRAUSMANN E，GONZALEZ M，et al. Approaches for tsunami risk assessment and application to the city of Cadiz，Spain[J]. Natural Hazards，2012，60(2)：273–293.
[24] ZEYNEP C C，MEHMET L S，AHMET C Y，et al. A new GIS-based tsunami risk evaluation：MeTHuHVA (METU tsunami human vulnerability assessment) at Yenikapl，Istanbul[J]. Earth，Planets and Space，2016，68(1)：133–154.
[25] CRICHTON D. Natural disaster management[M]. Chicago：University of Chicago Press，1999：102–103.
[26] OPPENHEIMER D，RHOADES J，ROBERTS M，et al. National tsunami hazard mitigation program 2009–2013 strategic plan[R]. [S. l.]：Silver Spring，2009：34.
[27] BARBEROPOULOU A，LEGG M R，USLU B，et al. Reassessing the tsunami risk in major ports and harbors of California I：San Diego[J]. Natural Hazards，2011，58(1)：479–496.
[28] SATO H，MURAKAMI H，KOZUKI Y，et al. Study on a simplified method of tsunami risk assessment[J]. Natural Hazards，2003，29(3)：325–340.
[29] CHARALAMPAKIS M，STEFATOS A，FERENTINOS G，et al. Towards the mitigation of the tsunami risk by submarine mass failures in the gulf of Corinth：the Xylocastro resort town case study[M]. [S. l.]：Springer Netherlands，2007：367–375.
[30] Australian Geomechanics Society. Landslide risk management concepts and guidelines[J]. Australian Geomechanics，2000，5(1)：49–92.
[31] HUANG B L，CHEN L D，PENG X M，et al. Assessment of the risk of rockfalls in Wu Gorge，Three Gorges，China[J]. Landslides，2010，7(1)：1–11.
[32] 邓华锋，原先凡，李建林，等. 饱水度对砂岩纵波波速及强度影响的试验研究[J]. 岩石力学与工程学报，2013，32(8)：1 625–1 631. (DENG Huafeng，YUAN Xianfan，LI Jianlin，et al. Experimental research on influence of saturation degree on sandstone longitudinal wave velocity and strength[J]. Chinese Journal of Rock Mechanics and Engineering，2013，32(8)：1 625–1 631.(in Chinese))
[33] 汤连生，张鹏程，王思敬. 水–岩化学作用之岩石断裂力学效应的试验研究[J]. 岩石力学与工程学报，2002，21(6)：822–827.(TANG Liansheng，ZHANG Pengcheng，WANG Sijing. Testing study on effects of chemical action of aqueous solution on crack propagation in rock[J]. Chinese Journal of Rock Mechanics and Engineering，2002，21(6)：822–827.(in Chinese))
[34] 王思敬，马凤山，杜永廉. 水库地区的水岩作用及其地质环境影响[J]. 工程地质学报，1996，4(3)：1–9.(WANG Sijing，MA Fengshan，DU Yonglian. Water rock interaction in reservoir area and its geological environment influence[J]. Journal of Engineering Geology，1996，4(3)：1–9.(in Chinese))
[35] HSÜ K J. Catastrophic debris streams(sturzstroms) generated by rockfalls[J]. Geological Society of America Bulletin，1975，86(1)：129–140.
[36] NODA E. Water waves generated by landslides[J]. Journal of Waterways，Harbors and Coastal Engineering Division ASCE，1970，96(WW4)：835–855.
[37] SLINGERLAND R L，VOIGHT B. Occurrences，properties and predictive models of landslide-generated impulse waves[J]. Rockslides and Avalanches，1979，(2)：317–397.
[38] 潘家铮. 建筑物的抗滑稳定和滑坡分析[M]. 北京：水利出版社，1980：120–129.(PAN Jiazheng. Stability against sliding and landslide analysis of buildings[M]. Beijing：China Hydraulic Press，1980：120–129.(in Chinese))
[39] LANG T E，DAWSON K L，MARTINELLI M. Application of numerical transient fluid dynamics to snow avalanche flow. Part I. development of computer program avalanche[J]. Journal of Glaciology，1979，22：107–115.
[40] HUNGR O. A model for the run out analysis of rapid flow slides，debris flows[J]. Canadian Geotechnical Journal，1995，32(4)：610–623.
[41] 汪洋，殷坤龙，刘艺梁，等. 考虑水阻力的涉水滑坡运动速度计算模型研究[J]. 工程地质学报，2012，20(6)：903–908.(WANG Yang，YIN Kunlong，LIU Yiliang，et al. Model test speed model of fording landslide taking into account water resistance[J]. Journal of Engineering Geology，2012，20(6)：903–908.(in Chinese))
[42] 黄波林，殷跃平，刘广宁，等. 三峡库区龚家方崩滑体涌浪物理原型试验与数值模拟对比研究[J]. 岩石力学与工程学报，2014，33(增1)：2 677–2 684.(HUANG Bolin，YIN Yueping，LIU Guangning，et al. Comparison study of physical prototype model test and numerical simulation of Gongjiafang landslide in three gorges reservoir[J]. Chinese Journal of Rock Mechanics and Engineering，2014，33(Supp.1)：2 677–2 684.(in Chinese))
[43] WISNER B，BLAIKIE P，CANNON T，et al. At risk：natural hazards，people?s vulnerability and disasters[M]. [S. l.]：Routledge，2004：11–16.
[44] BIRKMANN J. Measuring vulnerability to natural hazards： towards disaster resilient societies[M]. New York：United Nations University Press，2006：962–964.
[45] THYWISSEN K. Core terminology of disaster reduction：a comparative glossary[C]// BIRKMANN J ed. Measuring Vulnerability to Natural Hazards. Tokyo：UNU Press，2006：448–496.
[46] BIRKMANN J，VON TEICHMAN K，WELLE T，et al. The unperceived risk to Europe?s coasts：tsunamis and the vulnerability of Cadiz，Spain[J]. Natural Hazards Earth System Science，2010，(10)：2 659–2 675.
[47] RYNN J，DAVIDSON J. Contemporary assessment of tsunami risk and implication for early warnings for Australia and its island territories[J]. Sci Tsunami Hazards，1999，17(2)：107–125.
[48] GRANGER K，JONES T，LEIBA M，et al. Community risk in cairns：a multi-hazard risk assessment[R]. Canberra：Australian Geological Survey Organization，1999：25–26.