三亚湾海岸地形时空变化与输沙过程研究

胡梦茜, 刘文涛, 吴多誉, 崔振昂. 三亚湾海岸地形时空变化与输沙过程研究[J]. 海洋地质与第四纪地质. doi: 10.16562/j.cnki.0256-1492.2024031302
引用本文: 胡梦茜, 刘文涛, 吴多誉, 崔振昂. 三亚湾海岸地形时空变化与输沙过程研究[J]. 海洋地质与第四纪地质. doi: 10.16562/j.cnki.0256-1492.2024031302
HU Mengqian, LIU Wentao, WU Duoyu, CUI Zhen’ang. On temporal and spatial variations of coastal topography and sediment transport process in Sanya Bay[J]. Marine Geology & Quaternary Geology. doi: 10.16562/j.cnki.0256-1492.2024031302
Citation: HU Mengqian, LIU Wentao, WU Duoyu, CUI Zhen’ang. On temporal and spatial variations of coastal topography and sediment transport process in Sanya Bay[J]. Marine Geology & Quaternary Geology. doi: 10.16562/j.cnki.0256-1492.2024031302

三亚湾海岸地形时空变化与输沙过程研究

  • 基金项目: 三亚崖州湾科技管理局2020年度科技计划项目(SKJC-2020-01-008);中国地质调查局项目(DD20242792,DD20230460,DD20190308)
详细信息
    作者简介: 胡梦茜(1993—),女,硕士,从事海岸带水文数值模拟,E-mail:carlyhu@163.com
  • 中图分类号: P736

On temporal and spatial variations of coastal topography and sediment transport process in Sanya Bay

  • 海岸侵蚀作为全球性的地质灾害,往往给沿海地区带来巨大经济损失。受人类活动与气候变化的双重影响,近年来海岸侵蚀呈加剧态势;其中,砂质海岸的侵蚀尤为严重。本文通过开展多期海滩剖面地形监测,结合经验正交分解、数值模拟和沿岸输沙计算,摸清了三亚湾海岸地形的时空变化特征。研究结果显示,三亚湾海岸线侵蚀严重,年平均后退距离近2 m。岸线上4个岸段呈现出不同的海滩剖面形态与侵蚀淤积特征。其中,西段海岸由于供砂不足,侵蚀现象长期存在;地形主要受风暴浪控制,随着西岛码头东拦沙堤的建设,西一段由侵蚀转为淤积,西二段接受的沿岸输沙量也随之减少,侵蚀加剧。东部海滩为养护区,其中海月广场以西以侵蚀为主,以东以淤积为主;该段地形受季节性常浪和风暴浪共同作用。三亚湾沿岸输沙量自肖旗港至团结路逐渐降低,净输沙方向为自西向东;中段较长范围的海岸为堆积型海岸,但是其岸线表现为侵蚀后退,这是由于凸堤效应导致西侧沿岸供砂减少,同时该段横向输沙特征为离岸输沙。三亚湾的侵蚀主要发生在破波带内,除岛屿周边外,其他海域基本不冲不淤。该研究结果可为海岸侵蚀防护与治理提供科学依据。

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  • 图 1  岸线监测断面与沉积动力观测位置

    Figure 1. 

    图 2  模型验证结果

    Figure 2. 

    图 3  海滩特征实景图

    Figure 3. 

    图 4  2019—2021年三亚湾海滩监测高程

    Figure 4. 

    图 5  三亚湾海岸线与单宽体积变化量

    Figure 5. 

    图 6  2016—2018年SYPM01和SYPM02剖面的岸滩与水下监测地形

    Figure 6. 

    图 7  主因子载荷与平均剖面关系

    Figure 7. 

    图 8  剖面主因子空间与时间特征函数

    Figure 8. 

    图 9  SE-WSW向波浪入射下的三亚湾波浪场

    Figure 9. 

    图 10  三亚湾沿岸年输沙量(104m3/a)分布

    Figure 10. 

    图 11  三亚湾海底冲淤速率分布

    Figure 11. 

    图 12  西岛码头东拦沙堤建设前后卫星影像

    Figure 12. 

    表 1  三亚湾海滩剖面高程EOF分析结果统计

    Table 1.  Statistics of EOF analysis of beach profile elevation in Sanya Bay

    主因子 特征值λ 贡献率/% 累计贡献率/%
    F1 F2 F1 F2
    SYPM01 0.50 0.21 65.66 27.19 92.85
    SYPM02 4.63 0.27 88.62 5.16 93.78
    下载: 导出CSV

    表 2  沿岸年输沙量

    Table 2.  Annual coastal sediment discharge

    分段 岸线走向/(°) 输沙量 总输沙量 净输沙量
    SE SSE S SSW SW WSW
    M1 −7.6 −0.93 −4.54 −1.62 7.89 33.71 6.13 54.82 40.64
    M2 +1.0 −0.49 −1.99 0.28 7.05 25.88 4.82 40.52 35.55
    M3 −1.8 −0.27 −1.76 −0.17 4.79 14.25 2.88 24.11 19.72
    M4 −11.6 −0.09 −0.99 −0.85 1.81 10.51 2.62 16.88 13.01
    M5 −22.9 −0.03 −0.72 −1.62 −0.37 7.25 2.10 12.10 6.60
    M6 −34.3 −0.01 −0.32 −1.27 −1.76 2.32 1.94 7.61 0.90
    M7 −42.1 0 −0.07 −0.52 −1.05 3.85 3.07 8.57 5.27
    M8 −54.3 0 0.00 −0.06 −0.28 0.38 0.99 1.71 1.03
    * 输沙量正值为自西向东,负值为自东向西;输沙量单位:104 m3/a。
    下载: 导出CSV
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收稿日期:  2024-03-13
修回日期:  2024-04-29
网络出版日期:  2025-01-17

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