Volume 26 Issue 4
Aug.  2020
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Article Navigation >  Journal of Geomechanics  > 2020  >  26(4): 533-543
ZHENG Jiahao, HUANG Bolin, ZHANG Quan, et al., 2020. Study on the surge induced by the collapse of dangerous rock mass in Longmen Village in Three Gorges reservoir area. Journal of Geomechanics, 26 (4): 533-543. DOI: 10.12090/j.issn.1006-6616.2020.26.04.046
Citation: ZHENG Jiahao, HUANG Bolin, ZHANG Quan, et al., 2020. Study on the surge induced by the collapse of dangerous rock mass in Longmen Village in Three Gorges reservoir area. Journal of Geomechanics, 26 (4): 533-543. DOI: 10.12090/j.issn.1006-6616.2020.26.04.046
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Study on the surge induced by the collapse of dangerous rock mass in Longmen Village in Three Gorges reservoir area

doi: 10.12090/j.issn.1006-6616.2020.26.04.046

  • Hubei Key Laboratory of Disaster Prevention and Mitigation, China Three Gorges University, Yichang 443002, Hubei, China

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  • Received: 2020-05-10
  • Revised: 2020-06-24
  • Published: 2020-08-01
    Abstract
  • The towering rock masses on both sides of the Yangtze River bring huge safety hazards to the waterway and residents along the river. The Daning River is a tributary of the Yangtze River. The dangerous rock mass in Longmen Village is located above the Daning River, only 1km away from Wushan County. In this paper, the FLOW-3D software model is used to simulate the generation and propagation processes of the surge induced by the collapse of the dangerous rock mass in Longmen Village under two water level conditions of 145 m and 175 m. The numerical simulation analysis shows that the maximum surge height at 145 m and 175 m water level is about 17.8 m and 11.6 m respectively. At the five wharfs in Wushan County, the maximum surge climbs as high as 6.4m and 2.1 m respectively under the two water level conditions. According to the surge height, the Daning River area is zoned based on the risk level. When the water level is 145 m high, the extremely high-risk zone is about 4.4 km and the very high-risk zone is about 1.9 km; when the water level is 175 m high, the extremely high-risk zone is about 3.0 km and the very high-risk zone is about 1 km. The potential surge hazard of the dangerous rock mass in Longmen Village endangers the safety of the Daning River waterway and the wharfs in Wushan county. This study provides a basis for the early warning of landslide-induced surge disasters in the Three Gorges reservoir area.

     

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    • References(55)
  • ATAIE-ASHTIANI B, NIK-KHAH A, 2008. Impulsive waves caused by subaerial landslides[J]. Environmental Fluid Mechanics, 8(3):263-280. doi: 10.1007/s10652-008-9074-7
    Chinese Society of Rock Mechanics and Engineering, 2019. Group criteria for Landslide surge risk Assessment (draft submission)[R]. Beijing: Chinese Society of Rock Mechanics and Engineering. (in Chinese)
    FRITZ H M, HAGER W H, MINOR H E, 2004. Near field characteristics of landslide generated impulse waves[J]. Journal of Waterway, Port, Coastal, and Ocean Engineering, 130(6):287-302. doi: 10.1061/(ASCE)0733-950X(2004)130:6(287)
    GUO H W, WU C C, 2000. The mathematical model for landslide and its application[J]. Journal of North China Institute of Water Conservancy and Hydroelectric Power, 21(1):24-27. (in Chinese) http://cn.bing.com/academic/profile?id=a6856ac753e215c04562f3065c1eb75a&encoded=0&v=paper_preview&mkt=zh-cn
    HUANG B L, LIU G N, WANG S C, et al., 2015. Study on disaster formation mechanism of high and steep bank slope in three Gorges Reservoir area[M]. Beijing:Science Press. (in Chinese)
    HUANG B L, WANG S C, CHEN X T, et al., 2013. Prototype physical similarity experimental study of impulsive wave generated by cataclastic rockmass failur[J]. Chinese Journal of Rock Mechanics and Engineering, 32(7):1417-1425. (in Chinese) https://www.researchgate.net/publication/285207183_Prototype_physical_similarity_experimental_study_of_impulsive_wave_generated_by_cataclastic_rockmass_failure
    HUANG B L, YIN Y P, 2018. Risk assessment research on impulse wave generated by landslide in reservoir[J]. Chinese Journal of Rock Mechanics and Engineering, 37(3):621-629. (in Chinese) http://en.cnki.com.cn/Article_en/CJFDTotal-YSLX201803010.htm
    HUANG B L, YIN Y P, DU C L, 2016. Risk management study on impulse waves generated by Hongyanzi landslide in Three Gorges Reservoir of China on June 24, 2015[J]. Landslides, 13(3):603-616. doi: 10.1007/s10346-016-0702-x
    HUANG B L, YIN Y P, LIU G N, et al., 2012. Analysis of waves generated by Gongjiafang landslide in Wu Gorge, three Gorges reservoir, on November 23, 2008[J]. Landslides, 9(3):395-405. doi: 10.1007/s10346-012-0331-y
    HUANG B L, YIN Y P, WANG S C, et al., 2017. Analysis of the Tangjiaxi landslide-generated waves in the Zhexi Reservoir, China, by a granular flow coupling model[J]. Natural Hazards and Earth System Sciences, 17(5):657-670. doi: 10.5194/nhess-17-657-2017
    HUANG B L, YIN Y P, WANG S C, et al., 2019. Landslide surge analysis[M]. Beijing:Science Press. (in Chinese)
    HUO Z T, HUANG B L, ZHANG Q, et al., 2020. Analysis of surge induced by Heishiban landslide in Three Gorges Reservoir area[J]. Water Resources and Hydropower Engineering, 51(1):115-122. (in Chinese)
    KOO W, KIM M H, 2008. Numerical modeling and analysis of waves induced by submerged and aerial/sub-aerial landslides[J]. KSCE Journal of Civil Engineering, 12(2):77-83. doi: 10.1007/s12205-008-0077-1
    LI J, CHEN J Y, XU Q, et al., 2018. Study on the influence factors of landslide surge wave on the impact pressure on dam's surface[J]. Journal of Hydraulic Engineering, 49(2):232-240. (in Chinese) http://www.researchgate.net/publication/327988806_Study_on_the_influence_factors_of_landslide_surge_wave_on_the_impact_pressure_on_dam's_surface
    LIU L, YIN K L, WANG J J, et al., 2016. Dynamic evaluation of regional landslide hazard due to rainfall:a case study in Wanzhou central district, Three Gorges reservoir[J]. Chinese Journal of Rock Mechanics and Engineering, 35(3):558-569. (in Chinese) doi: 10.1007/s11629-016-4353-0
    LIU T, PENG D F, LIU J W, et al., 2019. Countermeasure analysis of shipping development of Yichang-Wuhan section of Yangtze River trunk Line[J]. Journal of Water Conservancy and Transportation Engineering, (1):76-84. (in Chinese)
    LIU X R, JING R, MIAO L L, et al., 2020. The model and typical case analysis of bank slope reservoir bank reconstruction in Wushan Section[J]. Journal of Rock Mechanics and Engineering, 39(7):1321-1332. (in Chinese)
    MIH W C, 1999. High concentration granular shear flow[J]. Journal of Hydraulic Research, 37(2):229-248. doi: 10.1080/00221689909498308
    PENG H, WU F, JIN K, et al., 2017. Experimental study on head wave height of surge caused by landslide of reservoir bank[J]. Water Resources and Hydropower Engineering, 48(12):95-100. (in Chinese)
    REN X W, TANG Y Q, DAI Y X, et al., 2009. Improved method for calculating landslide initial surge height[J]. Journal of Hydraulic Engineering, 40(9):1116-1119. (in Chinese) http://cn.bing.com/academic/profile?id=73f2274efba92ff784e946919de8a46a&encoded=0&v=paper_preview&mkt=zh-cn
    Tao X Q, 1994. An experimental study on landslide surge during normal operation of Lijiaxia reservoir[J]. Northwest Water Power, (1):42-45. (in Chinese)
    TEUFELSBAUER H, WANG Y, PUDASAINI S P, et al., 2011. DEM simulation of impact force exerted by granular flow on rigid structures[J]. Acta Geotechnica, 6(3):119-133. doi: 10.1007/s11440-011-0140-9
    WANG J C, SUN J H, 2019. Characteristics and Stability analysis of rock collapse of low-angled red-bed slope in east Sichuan[J]. Journal of Geomechanics, 25(6):1091-1098. (in Chinese)
    WANG P Y, HAN L F, YU T, et al., 2016. Effects of landslide generated impulse waves on ship impact force for pile wharf[J]. Journal of Harbin Engineering University, 37(6):878-884. (in Chinese) http://en.cnki.com.cn/Article_en/CJFDTOTAL-HEBG201606021.htm
    WANG T H, TANG M G, LI Y J, et al., 2018. Study on risk assessment of regional geohazard:a case study of Xuanhan Region[J]. Water Resources and Hydropower Engineering, 49(11):157-164. (in Chinese) http://en.cnki.com.cn/Article_en/CJFDTotal-SJWJ201811022.htm
    WANG W P, LI B, HUANG B L, et al., 2016. Stability analysis of sub-horizontal thick-bedded slope in three gorges reservior area:a case study of Jianchuandong dangerous rockmass in Wushan, Chongqing[J]. Journal of Geomechanics, 22(3):725-732. (in Chinese) http://en.cnki.com.cn/Article_en/CJFDTotal-DZLX201603026.htm
    WANG Y, LIU J Z X, ZHANG Y, et al., 2018. Review of wave amplitude prediction generatedby landslide based on physical experiments[J]. Geology and Mineral Resources of South China, 34(4):279-288. (in Chinese) http://en.cnki.com.cn/Article_en/CJFDTotal-HNKC201804002.htm
    XIE H Q, JIANG C B, DENG B, et al., 2017. Formation and propagation regulation of water waves caused by the landslides in narrow reservoir's river channel[J]. Journal of Transport Science and Engineering, 33(4):45-50, 76. (in Chinese) http://en.cnki.com.cn/Article_en/CJFDTotal-CSJX201704009.htm
    YANG L W, WEI Y J, WANG W P, et al., 2018. Research on dynamic characteristics of the Kalayagaqi landslide in Yining country, Xinjiang[J]. Journal of Geomechanics, 24(5):699-705. (in Chinese)
    YIN Y P, HUANG B L, LIU G N, et al., 2015. Potential risk analysis on a Jianchuandong dangerous rockmass-generated impulse wave in the Three Gorges Reservoir, China[J]. Environmental Earth Sciences, 74(3):2595-2607. doi: 10.1007/s12665-015-4278-x
    YU R F, 1995. Study on landslide surge and landslide warning near dam bank of Longyangxia Project in Yellow River[J]. Water Power, (3):14-16, 37. (in Chinese)
    ZHANG M L, SHEN Y M, 2008. Three-dimensional simulation of meandering river based on 3-D RNG κ-ε turbulence model[J]. Journal of Hydrodynamics, 20(4):448-455. doi: 10.1016/S1001-6058(08)60079-7
    ZHOU J W, XU F G, YANG X G, et al., 2016. Comprehensive analyses of the initiation and landslide-generated wave processes of the 24 June 2015 Hongyanzi landslide at the Three Gorges Reservoir, China[J]. Landslides, 13(3):589-601. doi: 10.1007/s10346-016-0704-8
    郭洪巍, 吴葱葱, 2000.水库滑坡涌浪的数学模型及其应用[J].华北水利水电学院学报, 21(1):24-27. http://www.cnki.com.cn/Article/CJFDTotal-HBSL200001006.htm
    黄波林, 王世昌, 陈小婷, 等, 2013.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, 32(7):1417-1425. http://www.cnki.com.cn/Article/CJFDTotal-YSLX201307015.htm
    黄波林, 刘广宁, 王世昌, 等, 2015.三峡库区高陡岸坡成灾机理研究[M].北京:科学出版社.
    黄波林, 殷跃平, 2018.水库区滑坡涌浪风险评估技术研究[J].岩石力学与工程学报, 37(3):621-629. http://www.cnki.com.cn/Article/CJFDTotal-YSLX201803010.htm
    黄波林, 殷跃平, 王世昌, 等, 2019.滑坡涌浪分析[M].北京:科学出版社.
    霍志涛, 黄波林, 张全, 等, 2020.三峡库区黑石板滑坡涌浪分析[J].水利水电技术, 51(1):115-122. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=slsdjs202001013
    李静, 陈健云, 徐强, 等, 2018.滑坡涌浪对坝面冲击压力的影响因素研究[J].水利学报, 49(2):232-240. http://www.cnki.com.cn/Article/CJFDTotal-SLXB201802010.htm
    刘磊, 殷坤龙, 王佳佳, 等, 2016.降雨影响下的区域滑坡危险性动态评价研究:以三峡库区万州主城区为例[J].岩石力学与工程学报, 35(3):558-569. http://www.cnki.com.cn/Article/CJFDTotal-YSLX201603013.htm
    刘涛, 彭东方, 刘均卫.等, 2019.长江干线宜昌至武汉段航运发展对策分析[J].水利水运工程学报, (1):76-84. http://www.cnki.com.cn/Article/CJFDTotal-SLSY20190226009.htm
    刘新荣, 景瑞, 缪露莉, 等, 2020.巫山段消落带岸坡库岸再造模式及典型案例分析[J].岩石力学与工程学报, 39(7):1321-1332.
    彭辉, 吴凡, 金科, 等, 2017.库岸滑坡涌浪首浪高度试验研究[J].水利水电技术, 48(12):95-100. http://www.cnki.com.cn/Article/CJFDTOTAL-SJWJ201712016.htm
    任兴伟, 唐益群, 代云霞, 等, 2009.滑坡初始涌浪高度计算方法的改进及其应用[J].水利学报, 40(9):1116-1119. http://www.cqvip.com/QK/90347X/200909/1001031982.html
    陶孝铨, 1994.李家峡水库正常运行期的滑坡涌浪试验研究[J].西北水电, (1):42-45. http://www.cqvip.com/qk/98045X/199401/1512012.html
    王军朝, 孙金辉, 2019.川东红层缓倾角岩质崩塌特征与稳定性分析[J].地质力学学报, 25(6):1091-1098. https://journal.geomech.ac.cn/ch/reader/view_abstract.aspx?flag=1&file_no=20190610&journal_id=dzlxxb
    王平义, 韩林峰, 喻涛, 等, 2016.滑坡涌浪对高桩码头船舶撞击力的影响[J].哈尔滨工程大学学报, 37(6):878-884. http://www.cnki.com.cn/Article/CJFDTotal-HEBG201606021.htm
    王天河, 汤明高, 李云杰, 等, 2018.区域地质灾害危险性评价研究:以宣汉地区为例[J].水利水电技术, 49(11):157-164. http://www.cqvip.com/QK/92237X/201811/7001070341.html
    王文沛, 李滨, 黄波林, 等, 2016.三峡库区近水平厚层斜坡滑动稳定性研究:以重庆巫山箭穿洞危岩为例[J].地质力学学报, 22(3):725-732. https://journal.geomech.ac.cn/ch/reader/view_abstract.aspx?flag=1&file_no=20160326&journal_id=dzlxxb
    汪洋, 刘继芝娴, 张宇, 等, 2018.基于物理模拟试验的滑坡涌浪波幅预测研究综述[J].华南地质与矿产, 34(4):279-288. http://www.cnki.com.cn/Article/CJFDTotal-HNKC201804002.htm
    谢海清, 蒋昌波, 邓斌, 等, 2017.狭窄型库区河道滑坡涌浪的形成及其传播规律[J].交通科学与工程, 33(4):45-50, 76. http://www.cqvip.com/QK/98148X/201704/674251789.html
    杨龙伟, 魏云杰, 王文沛, 等, 2018.新疆伊宁县喀拉亚尕奇滑坡动力学特征研究[J].地质力学学报, 24(5):699-705. https://journal.geomech.ac.cn/ch/reader/view_abstract.aspx?flag=1&file_no=20180513&journal_id=dzlxxb
    余仁福, 1995.黄河龙羊峡工程近坝库岸滑坡涌浪及滑坡预警研究[J].水力发电, (3):14-16, 37. http://www.cqvip.com/Main/Detail.aspx?id=1890417
    中国岩石力学与工程学会, 2019.滑坡涌浪危险性评估规范(送审稿)[R].北京: 中国岩石力学与工程学会.
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