留言板

尊敬的读者、作者、审稿人, 关于本刊的投稿、审稿、编辑和出版的任何问题, 您可以本页添加留言。我们将尽快给您答复。谢谢您的支持!

姓名
邮箱
手机号码
标题
留言内容
验证码

基于粒子图像测速技术的滑坡-涌浪两相运动分析系统

陈小婷 黄波林 王健 张全 冯万里

陈小婷, 黄波林, 王健, 等, 2020. 基于粒子图像测速技术的滑坡-涌浪两相运动分析系统. 地质力学学报, 26 (4): 492-499. DOI: 10.12090/j.issn.1006-6616.2020.26.04.042
引用本文: 陈小婷, 黄波林, 王健, 等, 2020. 基于粒子图像测速技术的滑坡-涌浪两相运动分析系统. 地质力学学报, 26 (4): 492-499. DOI: 10.12090/j.issn.1006-6616.2020.26.04.042
CHEN Xiaoting, HUANG Bolin, WANG Jian, et al., 2020. Two-phase motion analysis system for landslide-induced impulse wave based on the particle image velocimetry. Journal of Geomechanics, 26 (4): 492-499. DOI: 10.12090/j.issn.1006-6616.2020.26.04.042
Citation: CHEN Xiaoting, HUANG Bolin, WANG Jian, et al., 2020. Two-phase motion analysis system for landslide-induced impulse wave based on the particle image velocimetry. Journal of Geomechanics, 26 (4): 492-499. DOI: 10.12090/j.issn.1006-6616.2020.26.04.042

基于粒子图像测速技术的滑坡-涌浪两相运动分析系统

doi: 10.12090/j.issn.1006-6616.2020.26.04.042
基金项目: 

国家重点研发计划项目 2018YFC1504806

三峡后续工作地质灾害防治项目 0001212019CC60001

详细信息
    作者简介:

    陈小婷(1979-), 女, 硕士, 高级工程师, 主要从事水库地质灾害及涌浪灾害方面的研究。E-mail:344582786@qq.com

  • 中图分类号: P642.22

Two-phase motion analysis system for landslide-induced impulse wave based on the particle image velocimetry

  • 摘要: 滑坡-涌浪灾害威胁沿河两岸居民生产生活安全和航道安全。当前尚缺乏同步提供流固两相运动矢量的相关物理试验分析系统,以深刻分析滑坡-涌浪产生机制。文章提出了基于流固两相识别的粒子图像测速(PIV)技术和试验实现方法。利用2560×1024像素的工业相机,该PIV技术可实现在3 m×1.5 m视窗下最小1.17 mm的空间分辨率和0.01 s内最小0.117 m/s的观测速度。同时,提出了与该系统方法有关的误差来源和克服相关问题的解决方法。利用相关硬件设施示范性构建了滑坡-涌浪两相运动观测平台,并编制了专门的解算软件。对三维柱体颗粒崩塌、二维柱体颗粒崩塌及其涌浪和水下崩塌-涌浪进行了展示性试验,取得了良好效果。该系统可以揭示广泛的岩土体及水体运动全过程,具有很好的应用前景;将为滑坡-涌浪及相关动力学领域研究提供强有力的研究工具。

     

  • 图  1  平面粒子图像测速的光学采集系统

    ijX、Y坐标系在照片中的映射坐标系,一般会根据XY坐标系重新建立一个图像的局部坐标系;X(x, t)是指x点随时间t的位置变化

    Figure  1.  Optical collecting system for planar particle image velocimeter

    图  2  滑坡涌浪试验装置平台示意图

    Figure  2.  Schematic diagram of experiment platform for landslide-induced impulse wave

    图  3  三维柱状颗粒体试验装置

    Hi—初始颗粒柱体高度;di—初始颗粒柱体厚度

    Figure  3.  3D granular pillar experiment device

    图  4  柱体崩塌瞬时图像及其瞬时速度场

    a、b和c、d分别是XY平面和XZ平面相邻瞬时图像;e、f分别是a、b和c、d图像解算速度场

    Figure  4.  Instantaneous images of the pillar collapse and the instantaneous velocity field

    图  5  二维柱状颗粒体试验装置侧向图

    Figure  5.  2D granular column test device

    图  6  不同时刻柱体崩塌颗粒瞬时运动场

    Figure  6.  Instantaneous motion field of the collapse of column at different times

    图  7  不同时刻柱体崩塌产生涌浪过程

    红色为颗粒运动速度,青色为水体运动速度

    Figure  7.  Formation process of impulse wave generated by the collapse of the column at different times

    图  8  红色为颗粒运动速度,青色为水体运动速度

    红色为颗粒运动速度,青色为水体运动速度

    Figure  8.  Motion vector map of impulse wave generated by the column collapse underwater at different times

  • ADAMCZYK A A, RIMAI L.1988. 2-Dimensional particle tracking velocimetry (PTV):Technique and image processing algorithms[J]. Experiments in Fluids, 6(6):373-380. doi: 10.1007/BF00196482
    ADRIAN R J.1991. Particle-imaging techniques for experimental fluid mechanics[J]. Annual Review of Fluid Mechanics, 23(1):261-304. http://cn.bing.com/academic/profile?id=d3f75ab2fd54849a84079796c577e59e&encoded=0&v=paper_preview&mkt=zh-cn
    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
    BALL J W.1970. Hydraulic model studies, wave action generated by slides into Mica reservoir[R]. Vancouver, Canada:Western Canada Hydraulic Laboratories.
    DUAN L, KANG Q, SHEN G X.2000. Image processing method of PIV technique[J]. Journal of Beijing University of Aeronautics and Astronautics, 26(1):79-82. (in Chinese with English abstract) http://www.researchgate.net/publication/285353240_Image_processing_method_of_PIV_technique
    FRITZ H M, HAGERW H, MINORH E.2003. Landslide generated impulse waves[J]. Experiments in Fluids, 35(6):505-519. doi: 10.1007/s00348-003-0659-0
    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)
    GOLLIN D, BREVIS W, BOWMAN E T, et al., 2017. Performance of PIV and PTV for granular flow measurements[J]. Granular Matter, 19(3):42. doi: 10.1007/s10035-017-0730-9
    HELLER V.2007. Landslide generated impulse waves: Prediction of near field characteristics[D]. Zürich: Swiss Federal Institute of Technology.
    HU X B, FAN X Y, TANG J J.2019. Accumulation characteristics and energy conversion of high-speed and long-distance landslide on the basis of DEM:a case study ofSanxicunlandslide[J] Journal of Geomechanics, 25(4):527-535. (in Chinese with English abstract) http://en.cnki.com.cn/Article_en/CJFDTotal-DZKQ201904023.htm
    HUANG B L, YIN Y P, WANG S C, et al., 2013. Landslide impulsive wave hazard study supported by GIS technology[J]. Chinese Journal of Rock Mechanics and Engineering, 32(S2):3844-3851. (in Chinese with English abstract) http://www.researchgate.net/publication/286285352_Landslide_impulsive_wave_hazard_study_supported_by_GIS_technology
    HUANG B L, YIN Y P, CHEN X T, et al., 2014a. Experimental modeling of tsunamis generated by subaerial landslides:two case studies of the Three Gorges Reservoir, China[J]. Environmental Earth Sciences, 71(9):3813-3825. doi: 10.1007/s12665-013-2765-5
    HUANG B L, YIN Y P, WANG S C, et al., 2014b. A physical similarity model of an impulsive wave generated by Gongjiafang landslide in Three Gorges Reservoir, China[J]. Landslides, 11(3):513-525. doi: 10.1007/s10346-013-0453-x
    HUANG B L, WANG S C, ZHAO Y B.2017. Impulse waves in reservoirs generated by landslides into shallow water[J]. Coastal Engineering, 123:52-61. doi: 10.1016/j.coastaleng.2017.03.003
    HUANG B L, ZHANG Q, WANG J, et al., 2019.Study on collapse-deposit process of layered granular column[J].Water Resources and Hydropower Engineering, 50(11):110-117. (in Chinese with English abstract) https://jglobal.jst.go.jp/en/detail?JGLOBAL_ID=202002290546875536
    HUBER A, HAGER W H.1997. Forecasting impulse waves in reservoirs[C]//Proceedings of the 19th congress des grands barrages. Paris: [s.n.]: 993-1005.
    JIANG C W, MEI F M, WANG X Y.2011. A segmentation method of PIV images of wind-sand two-phase flow based on matlab platform[J].Journal of Desert Research, 31(2):367-371. (in Chinese with English abstract)
    KAMPHUIS J W, BOWERING R J.1970.Impulse waves generated by landslides[C]//Proceedings of the 12th international conference on coastal engineering. Washington, D.C.: [s.n.]: 1575-1588.
    LIU Y F, LIU G, CHEN X J, et al., 2019.Structural Plane Effect on the Deformation and Failure of the Heifangtai Tableland Slope[J].China Earthquake Engineering Journal, 41(4):908-915. (in Chinese with English abstract)
    LOURENCO L, KROTHAPALLI A.1986. The role of photographic parameters in laser Speckle of particle image displacement velocimetry[J]. Experiments in Fluids, 5(1):29-32. doi: 10.1007/BF00272421
    MOHAMMED F, FRITZ H M.2010. Experiments on tsunamis generated by 3D granular landslides[C]//Submarine mass movements and their consequences.Dordrecht: Springer, 28: 705-718.
    RUAN C Q, LIUL R, XIE L.2009. Application study of displaying air current with solid tracer elements of MgCO3[J]. Journal of Guangdong University of Technology, 26(3):17-19. (in Chinese with English abstract) http://www.zhangqiaokeyan.com/academic-journal-cn_journal-guangdong-university-technology_thesis/020128982395.html
    URSELL F, DEAN R G, YU Y S.1960. Forced small-amplitude water waves:a comparison of theory and experiment[J]. Journal of Fluid Mechanics, 7(1):33-52. http://adsabs.harvard.edu/abs/1960jfm.....7...33u
    VIROULET S, SAURET A, KIMMOUN O, et al., 2013. Granular collapse into water:toward tsunami landslides[J]. Journal of Visualization, 16(3):189-191. doi: 10.1007/s12650-013-0171-4
    WANG Y L, CHEN F Y, QI H L, et al., 1994. The effect of rockfall and landslide on channel and the study on the characteristics of surge generated by landslide[J]. The Chinese Journal of Geological Hazard and Control, 5(3):95-100. (in Chinese with English abstract) http://en.cnki.com.cn/Article_en/CJFDTOTAL-ZGDH403.010.htm
    XIONG W, LIU K, FAN W.2018. Analysis on internal dynamic geological genesis of shallow landslide in Qin-Ba mountain area[J] Journal of Geomechanics, 24(3):424-431. (in Chinese with English abstract) http://en.cnki.com.cn/Article_en/CJFDTotal-DZLX201803056.htm
    YIN K L, LIU Y L, WANG Y, et al., 2012. Physical model experiments of landslide-induced surge in Three Gorges Reservoir[J]. Earth Science-Journal of China University of Geosciences, 37(5):1067-1074. (in Chinese with English abstract) http://en.cnki.com.cn/Article_en/CJFDTOTAL-DQKX201205022.htm
    段俐, 康琦, 申功炘.2000. PIV技术的粒子图像处理方法[J].北京航空航天大学学报, 26(1):79-82. http://d.wanfangdata.com.cn/Periodical/bjhkhtdxxb200001022
    胡晓波, 樊晓一, 唐俊杰.2019.基于离散元的高速远程滑坡运动堆积特征及能量转化研究:以三溪村滑坡为例[J].地质力学学报, 25(4):527-535. http://www.cnki.com.cn/Article/CJFDTotal-DZLX201904009.htm
    黄波林, 殷跃平, 王世昌, 等.2013. GIS技术支持下的滑坡涌浪灾害分析研究[J].岩石力学与工程学报, 32(S2):3844-3851. http://d.wanfangdata.com.cn/Periodical/yslxygcxb2013z2108
    黄波林, 张全, 王健, 等.2019.层状颗粒柱体崩塌-堆积过程研究[J].水利水电技术, 50(11):110-117. http://www.cnki.com.cn/Article/CJFDTotal-SJWJ201911014.htm
    蒋缠文, 梅凡民, 王晓艳.2011.基于MATLAB图像处理算法的风沙两相流PIV图像的分割方法[J].中国沙漠, 31(2):367-371. http://www.cqvip.com/QK/97197X/20112/37027068.html
    刘亚峰, 刘高, 陈小军, 等.2019.黑方台台塬斜坡变形破坏的结构面效应研究[J].地震工程学报, 41(4):908-915. http://www.cnki.com.cn/Article/CJFDTotal-ZBDZ201904013.htm
    阮彩群, 刘丽孺, 谢灵.2009.MgCO3固体粒子示踪剂气流显示的应用研究[J].广东工业大学学报, 26(3):17-19. http://d.wanfangdata.com.cn/Periodical/gdgydxxb200903005
    王育林, 陈凤云, 齐华林, 等.1994.危岩体崩滑对航道影响及滑坡涌浪特性研究[J].中国地质灾害与防治学报, 5(3):95-100.
    熊炜, 刘可, 范文.2018.秦巴山区浅层滑坡内动力地质成因分析[J].地质力学学报, 24(3):424-431. http://d.old.wanfangdata.com.cn/Periodical_dzlxxb201803015.aspx
    殷坤龙, 刘艺梁, 汪洋, 等.2012.三峡水库库岸滑坡涌浪物理模型试验[J].地球科学-中国地质大学学报, 37(5):1067-1074. http://www.cqvip.com/QK/94035X/201205/44784876.html
  • 加载中
图(8)
计量
  • 文章访问数:  275
  • HTML全文浏览量:  115
  • PDF下载量:  14
  • 被引次数: 0
出版历程
  • 收稿日期:  2020-04-25
  • 修回日期:  2020-06-30
  • 刊出日期:  2020-08-28

目录

    /

    返回文章
    返回