(1. Hubei Key Laboratory of Disaster Prevention and Mitigation,Yichang,Hubei 443002,China;2. College of Civil Engineering and Architecture,China Three Gorges University,Yichang,Hubei 443002,China;3. China Geological Environment Monitoring Institute,Beijing 100081,China;4. China Three Gorges Corporation,Wuhan,Hubei 610000,China)
Abstract:A large number of disasters caused by reservoir landslides are in the form of impulse waves in western China. If all landslides that may generate waves are prevented and controlled by current specifications,the economic cost is huge. Taking Shuipingzi #1 landslide in Baihetan reservoir as an example to carry out application demonstration in this paper,a three-dimensional physical prototype model experiment was constructed with a geometric scale of 1∶150,and landslide energy reduction and wave descent experiments were carried out to find more economical landslide-induced impulse wave risk reduction solution. Physical test shows that under extreme conditions of the impounding water level with 825 m above sea level combined with a VIII-degree earthquake,the landslide would slide into Baihetan reservoir with the maximum speed of 7.37 m/s,and the maximum generated wave amplitude would be 7.59 m. The maximum runup around Xiangbiling community is about 3.5 m above the ground,which would seriously threaten the safety of the riverway with the length of more than 4.5 km and the safety of Xiangbiling community. As the removal volume increases from 10×104 m3 to 47.9×104 m3,the effect of reducing energy and wave becomes evident. Wave making energy transmitted from landslide decreases by about 94.8%,and the maximum wave amplitude and the maximum runup around the Xiangbiling decreased to 4.35 m and 1.73 m,respectively. The area with the impulse wave larger than 1 m is only distributed in the landslide course and the opposite bank of Jinsha River,and the risk of landslide-induced impulse wave decreases sharply. Based on this,this study proposed and discussed the feedback design mentality and the realization method of the safety margin of landslide-induced impulse wave risk reduction engineering design,which using the hazard degree of landslide-induce impulse wave as a measurement indicator,and recommended a risk reduction design scheme that can greatly reduce the economic cost of Shuipingzi #1 landslide treatment. The design mentality of risk reduction prevention for landslide-induced impulse wave is a useful supplement of landslide control specification,which has yet to be further developed and promoted.
[1] HUNT J E,TAPPIN D R,WATT S F L,et al. Submarine landslide megablocks show half of Anak Krakatau island failed on December 22nd,2018[J]. Nature Communications,2021,12(1):2 827.
[2] YIN Y P,HUANG B L,YUE P,et al. Potential risk analysis on a Jianchuandong dangerous rockmass-generated impulse wave in the Three Gorges Reservoir,China[J]. Environmental Earth Sciences,2015,74(3):2 595–2 607.
[3] 张枝华,杜春兰,余 姝,等. 三峡库区巫峡箭穿洞危岩体稳定性分析及防治工程设计[J]. 中国地质灾害与防治学报,2018,29(2):48–54.(ZHANG Zhihua,DU Chunlan,YU Zhu,et al. Stability analysis and design of control works on Jianchuandong dangerous rockmass in Wuxia Gorge,the Three Gorges Reservoir[J]. The Chinese Journal of Geological Hazard and Control,2018,29(2):48–54.(in Chinese))
[4] YI X Y,FENG W K,LI B T,et al. Deformation characteristics,mechanisms,and potential impulse wave assessment of the Wulipo landslide in the Baihetan reservoir region,China[J]. Landslides,2022,20(3):615–628.
[5] 程志友,王平义,杨成渝,等. 山体滑坡灾害险情的水上交通管制模式[J]. 西南交通大学学报,2018,53(4):748–755.(CHENG Zhiyou,WANG Pingyi,YANG Chengyu,et al. Control mode of waterway traffic under dangerous mountain landslide conditions[J]. Journal of Southwest Jiaotong University,2018,53(4):748–755.(in Chinese))
[6] LI Y,CHEN L,YIN K,et al. Quantitative risk analysis of the hazard chain triggered by a landslide and the generated tsunami in the Three Gorges Reservoir area[J]. Landslides,2021,18(2):667–680.
[7] 殷坤龙,张 宇,汪 洋. 水库滑坡涌浪风险研究现状和灾害链风险管控实践[J]. 地质科技通报,2022,41(2):1–12.(YIN Kunlong,ZHANG Yu,WANG Yang. A review of landslide-generated waves risk and practice of management of hazard chain risk from reservoir landslide[J]. Bulletin of Geological Science and Technology,2022,41(2):1–12.(in Chinese))
[8] 肖华波,王泽皓,石伟明,等. 猴子岩水库色玉滑坡涌浪灾害链CFD–DEM耦合数值模拟[J]. 工程科学与技术,2023,55(1):161–170.(XIAO Huabo,WANG Zehao,SHI Weiming,et al. CFD-DEM coupling numerical simulation of the seyu landslide-surge disaster Chain in Houziyan Reservoir[J]. Advance Engineering Science,2023,55(1):161–170.(in Chinese))
[9] 徐文杰. 滑坡涌浪流–固耦合分析方法与应用[J]. 岩石力学与工程学报,2020,39(7):1 420–1 433.(XU Wenjie. Fluid-solid coupling method of landslide tsunamis and its application[J]. Chinese Journal of Rock Mechanics and Engineering,2020,39(7):1 420–1 433.(in Chinese))
[10] 毛 佳,赵兰浩. 库岸滑坡涌浪数值模拟方法[M]. 南京:河海大学出版社,2020:10–12.(MAO Jia,ZHAO Lanhao. Numerical methods for landslide movement and impulse waves in reservoirs[M]. Nanjing:Hehai University Press,2020:10–12.(in Chinese))
[11] 刘传正,王建新. 自然灾害的基本型式及防控对策研究[J]. 岩石力学与工程学报,2023,42(2):275–291.(LIU Chuanzheng,WANG Jianxin. Basic patterns of natural disasters and some countermeasures for risk mitigation[J]. Chinese Journal of Rock Mechanics and Engineering,2023,42(2):275–291.(in Chinese))
[12] 聂邦亮,叶义成,王水华,等. 湖北省三峡库区秭归县树坪滑坡应急治理工程设计报告[R]. 宜昌:湖北省地质环境总站宜昌站,2013. (NIE Bangliang,YE Yicheng,WANG Shuihua,et al. Emergency management engineering design report for Shuping landslide in Zigui county,Three Gorges Reservoir Area,Hubei Province[R]. Yichang:Geological Environmental Center of Hubei Province,2013.(in Chinese))
[13] YI X Y,FENG W K,WU M T,et al. The initial impoundment of the Baihetan reservoir region(China) exacerbated the deformation of the WJS landslide:characteristics and mechanism[J]. Landslides,2022,19:1 897–1 912.
[14] HUANG B L,YIN Y P,LI R J,et al. Three-dimensional experimental investigation on hazard reduction of landslide-generated impulse waves in the Baihetan Reservoir,China[J]. Landslides,2023,20:2 017–2 028.
[15] 华东勘测设计研究院有限公司. 金沙江白鹤滩水电站库区王家山滑坡工程地质勘察报告[R]. 杭州:华东勘测设计研究院有限公司,2020.(Huadong Engineering Corporation Limited. Engineering geological investigation report on Wangjiashan landslide in the reservoir area of Baihetan hydropower station,Jinsha River[R]. Hangzhou:Huadong Engineering Corporation Limited.,2020.(in Chinese))
[16] HELLER V,SPINNEKEN J. On the effect of the water body geometry on landslide-tsunamis:Physical insight from laboratory tests and 2D to 3D wave parameter transformation[J]. Coastal Engineering,2015,104:1313–1 341.
[17] YIN Y,HUANG B,LIU G,et al. Potential risk analysis on a Jianchuandong dangerous rockmass-generated impulse wave in the Three Gorges Reservoir,China[J]. Environmental Earth Sciences,2015,74(3):2 595–2 607.
[18] HUANG B L,ZHANG Q,WANG J,et al. Experimental study on impulse waves generated by gravitational collapse of rectangular granular piles[J]. Physics of Fluids,2020,32(3):033301.
[19] MU P,WANG P Y,HAN L F,et al. The propagation of landslide-generated impulse waves and their impacts on the moored ships:an experimental investigation[J]. Advances in Civil Engineering,2020,(1):6396379.
[20] WANG Y,LIU J,YIN K L,et al. Comparison between the first and second wave crest amplitude generated by landslides[J]. Ocean Engineering,2019,171:71–77.
[21] 邓成进,党发宁,陈兴周. 库区滑坡涌浪传播及其与大坝相互作用机理研究[J]. 水利学报,2019,50(7):815–823.(DENG Chengjin,DANG Faning,CHEN Xingzhou. Study on the surge wave propagation in the reservoir area and its interaction mechanism with the dam[J]. Journal of Hydraulic Engineering,2019,50(7):815–823.(in Chinese))
[22] ATAIE-ASHTIANI B,NIK-KHAH A. Impulsive waves caused by subaerial landslides[J]. Environmental Fluid Mechanics,2008,8(3):263–280.
[23] FRITZ H M,HAGER W H,MINOR H E. Near field characteristics of landslide generated impulse waves[J]. Journal of Waterway,Port,Coastal,and Ocean Engineering,2004,130(6):287–302.
[24] HAKAN E,MURAT K,KENAN G,et al. Modelling of the landslide-induced impulse waves in the Artvin dam reservoir by empirical approach and 3D numerical simulation[J]. Engineering Geology,2019,249:112–128.
[25] EVERS F M,HELLER V,FUCHS H,et al. Landslide generated impulse waves in reservoirs—Basics and computation[R]. ETH- Zürich,Schweiz:VAW-Mitteilungen,2019:254.