基于Argus影像与现场测量探究海滩对台风“摩羯”的响应特征

田野, 印萍, 贾永刚, 刘金庆, 朱亚美, 曹珂, 陈小英. 基于Argus影像与现场测量探究海滩对台风“摩羯”的响应特征[J]. 海洋地质与第四纪地质, 2020, 40(5): 201-210. doi: 10.16562/j.cnki.0256-1492.2019090601
引用本文: 田野, 印萍, 贾永刚, 刘金庆, 朱亚美, 曹珂, 陈小英. 基于Argus影像与现场测量探究海滩对台风“摩羯”的响应特征[J]. 海洋地质与第四纪地质, 2020, 40(5): 201-210. doi: 10.16562/j.cnki.0256-1492.2019090601
TIAN Ye, YIN Ping, JIA Yonggang, LIU Jinqing, ZHU Yamei, CAO Ke, CHEN Xiaoying. Response of beach characteristics to typhoon “Yagi”: Evidence from Argus video images and on-site measurement[J]. Marine Geology & Quaternary Geology, 2020, 40(5): 201-210. doi: 10.16562/j.cnki.0256-1492.2019090601
Citation: TIAN Ye, YIN Ping, JIA Yonggang, LIU Jinqing, ZHU Yamei, CAO Ke, CHEN Xiaoying. Response of beach characteristics to typhoon “Yagi”: Evidence from Argus video images and on-site measurement[J]. Marine Geology & Quaternary Geology, 2020, 40(5): 201-210. doi: 10.16562/j.cnki.0256-1492.2019090601

基于Argus影像与现场测量探究海滩对台风“摩羯”的响应特征

  • 基金项目: 中国地质调查局地质调查项目“长江口等重点海岸带综合地质调查”(DD20160145),“浙江中部海岸带综合地质调查”(DD20190276)
详细信息
    作者简介: 田野(1995—),女,硕士生,从事海岸地质灾害监测和研究,E-mail:982574870@qq.com
    通讯作者: 刘金庆(1986—),男,博士,讲师,从事海洋地质研究,E-mail:jinqingliu@hotmail.com
  • 中图分类号: P737.17

Response of beach characteristics to typhoon “Yagi”: Evidence from Argus video images and on-site measurement

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  • 综合分析2018年14号台风“摩羯”前后在山东省文登市南海海滩获取的Argus监测站数字影像、海滩剖面地形重复测量和沉积物粒度分析结果,探讨研究海滩地貌和沉积物对台风的响应特征。在台风“摩羯”的影响下,海滩剖面整体呈现上部侵蚀、坡度变陡、平均粒径值变小、分选变好的趋势,而下部淤积、坡度变缓、平均粒径值变大、分选变差的趋势,岸线平均后退3.8 m。Argus数字影像连续观测数据显示台风期间波浪条件主导海岸线响应,且台风导致的强浪破碎后波能在海滩的不均匀耗散使台风后海滩发育韵律性地貌—滩角。

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  • 图 1  研究区位置和岸滩监测系统布局示意图

    Figure 1. 

    图 2  台风“摩羯”前后岸线位置变化图

    Figure 2. 

    图 3  台风“摩羯”影响期间海滩每日时均图像变化

    Figure 3. 

    图 4  台风前后海滩剖面地形及沉积物粒度频率变化

    Figure 4. 

    图 5  加密区台风前后各岸滩剖面地形对比

    Figure 5. 

    图 6  台风期间Argus瞬时图像反应的强浪作用(Pj4剖面附近)

    Figure 6. 

    图 7  P01剖面的人为活动扰动情况

    Figure 7. 

    图 8  C5镜头不同时段视频图像

    Figure 8. 

    表 1  台风前后海滩剖面特征变化

    Table 1.  Characteristics of beach profile before and after typhoon

    坡度/(°)高滩UED(m3/m)中滩UED(m3/m)低滩UED(m3/m)岸线变化/m陡坎变化/m陡坎高程/m
    P019.92.13−10.366.49−1.09−2.240.05
    P024.73.25−10.2017.24−2.3−4.30.2
    P035.410.77−16.156.23−7.6−7.710.28
    P044.52.56−9.68.79−4.7−4.80.29
    P055.00.4−1.556.15−2.2−1.340.1
    P067.21.66−5.536.15−3.6−8.420.25
    Pj17.60−11.5NA−3.45−1.360.04
    Pj27.20−13.96NA−2.41−3.360.17
    Pj36.00−18.27NA−2.18−0.9−0.02
    Pj48.1NA−6.66NA−1.57−0.73−0.28
      注:UED为单宽蚀积量数据,向海淤积为+,向陆后退为−;MSL位置变化和沙丘陡坎位置变化以向海方向移动为+,向陆方向移动为−,沙丘陡坎高程上升为+,下降为−。
    下载: 导出CSV

    表 2  台风前后海滩剖面粒度参数统计

    Table 2.  Statistics on grain size parameters on beach profiles before and after the typhoon

    潮区时间平均粒径/ϕ分选系数粗砂含量/%中砂含量/%细砂含量/%
    海滩下部台风前1.970.8820.5218.4857.36
    台风后2.080.7413.7830.1853.55
    海滩中部台风前1.780.9718.2933.6242.61
    台风后1.930.7514.7737.2345.35
    海滩上部台风前1.540.8430.5835.5132.6
    台风后1.640.723.544.0530.89
    下载: 导出CSV
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出版历程
收稿日期:  2019-09-06
修回日期:  2020-01-14
刊出日期:  2020-10-25

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