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人工岛影响下养护海滩演变特征研究

戚洪帅 冯威 刘根 何其江 蔡锋 何岩雨 刘建辉 曹超 赵绍华 赵刚

戚洪帅,冯威,刘根,等. 人工岛影响下养护海滩演变特征研究−以海口湾为例[J]. 海洋学报,2024,46(x):1–13 doi: 10.12284/hyxb2024000
引用本文: 戚洪帅,冯威,刘根,等. 人工岛影响下养护海滩演变特征研究−以海口湾为例[J]. 海洋学报,2024,46(x):1–13 doi: 10.12284/hyxb2024000
Qi Hongshuai,Feng Wei,Liu Gen, et al. Study on the evolution of nourished beaches under the influence of artificial islands —taking Haikou Bay as an example[J]. Haiyang Xuebao,2024, 46(x):1–13 doi: 10.12284/hyxb2024000
Citation: Qi Hongshuai,Feng Wei,Liu Gen, et al. Study on the evolution of nourished beaches under the influence of artificial islands —taking Haikou Bay as an example[J]. Haiyang Xuebao,2024, 46(x):1–13 doi: 10.12284/hyxb2024000

人工岛影响下养护海滩演变特征研究以海口湾为例

doi: 10.12284/hyxb2024000
基金项目: 自然资源部第三海洋研究所基本科研业务费(海三科2023011);自然资源部华东海岸带野外科学观测研究站开放基金(ORSECCZ2022203);海南省海洋地质资源与环境重点实验室开放基金(22-HNHYDZZYHJKF024)。
详细信息
    作者简介:

    戚洪帅(1980—),男,山东省日照市人,研究员,主要从事海洋生态修复和海滩养护技术等相关领域研究。E-mail:qihongshuai@tio.org.cn

    通讯作者:

    刘根(1988—),男,湖北省十堰市人,助理研究员,主要从事海滩动力地貌过程和海岸沉积物管理方面的研究与应用。E-mail:liugen@tio.org.cn

Study on the evolution of nourished beaches under the influence of artificial islands —taking Haikou Bay as an example

  • 摘要: 海滩养护作为一种广泛应用的软式海岸防护手段,可以有效缓解人工岛建设引起的海滩侵蚀问题。本文以海口湾人工岛波影区两侧养护海滩为例,基于补沙后两月一次的剖面地形和岸线监测数据,利用经验正交函数、数字岸线分析系统等方法,分析了海滩蚀淤变化特征及其控制因素。经验正交函数分析结果表明,前两个特征值方差总占比超过90%,可以反应海滩的主要时空变化。第一空间模态的极值区域位于滩肩外缘线至平均海平面之间,且波影区两侧养护海滩与波影区天然海滩演变模式存在显著差异,时间模态显示养护海滩在补沙后4个月变化最为显著,之后剖面变化减弱;第二空间模态显示台风对海滩剖面造成了一定影响,导致波影区海滩滩肩上的低洼位置由于泥沙淤积被填平。研究发现,海口湾养护海滩在人工岛影响下的演变特征可分为两个阶段,第一阶段是人工补沙的海滩剖面向平衡状态不断调整,平衡时间为4个月,该阶段以横向输沙为主;第二阶段是受人工岛的影响,形成由人工岛东西两侧向波影区运移的沿岸输沙,该阶段以纵向输沙为主。当前海口湾养护海滩岸线仍未达到平衡状态,未来人工岛后方波影区两侧海滩仍将不断蚀退,而波影区海滩将向海淤积约690 m,直至达到平衡稳定状态。本研究可为相似类型的海滩演变分析及保护修复提供一定的参考。
  • 图  1  研究区域地理位置

    Fig.  1  Location map of the study area

    图  2  海滩剖面参数示意图

    Fig.  2  Schematic map of beach profile parameters

    图  3  研究区监测期内剖面形态演化

    a、b、c、d、e为西侧补沙剖面;f、g、h、i为未补沙剖面;j、k、l、m、n为东侧补沙剖面

    Fig.  3  Evolution of profile morphology during the monitoring period in the study area

    a, b, c, d, e are western nourished profiles; f, g, h, i are central profiles; j, k, l, m, n are eastern nourished profiles

    图  4  研究区监测期内剖面滩肩宽度和滩面坡度和单宽体积变化

    a、b、c为西侧补沙剖面;d、e、f为中部未补沙剖面;g、h、i为东侧补沙剖面

    Fig.  4  Changes in beach berm width, beachface slope, and volume density over the monitoring period in the study area

    a, b, and c for western nourished profiles; d, e, and f for central natural profiles; g, h, and i for eastern nourished profiles

    图  5  典型剖面第一空间模态

    Fig.  5  The first spatial modes of the typical beach profiles

    图  6  典型剖面第一时间模态

    Fig.  6  The first temporal modes of the typical beach profiles

    图  7  典型剖面第二空间模态

    Fig.  7  The second spatial modes of the typical beach profiles

    图  8  典型剖面第二时间模态

    Fig.  8  The second temporal modes of the typical beach profiles

    图  9  海口湾海滩监测期内岸线变化速率空间分布

    红色代表侵蚀,蓝色代表淤积

    Fig.  9  Spatial variation in Shoreline changes rates during the monitoring period at Haikou Bay Beach

    Note that the red indicates erosion and blue accretion

    图  10  人工岛影响下养护海滩演变模式图(a、第一阶段:横向输沙主导下的岸滩演变;b、第二阶段:沿岸输沙主导下的岸滩演变)

    Fig.  10  Evolution model of nourished beaches under the influence of artificial islands (a, Phase I: beach evolution dominated by cross-shore sand transport; b, Phase II: beach evolution dominated by longshore sand transport)

    表  1  各剖面主要模态特征值及所占方差结果

    Tab.  1  Variation in beach profile eigenvalues and associated variances explained by different modes by EOF

    剖面 特征值 所占方差 累计方差
    第一模态 第二模态 第一模态 第二模态
    P1 16.51 0.19 0.97 0.01 0.98
    P2 10.61 0.85 0.91 0.07 0.98
    P3 6.69 0.78 0.90 0.08 0.98
    P4 7.97 0.29 0.96 0.03 0.99
    P5 1.09 0.19 0.72 0.13 0.94
    P6 1.51 0.44 0.71 0.20 0.91
    P7 1.86 0.42 0.76 0.17 0.93
    P8 1.83 0.20 0.84 0.09 0.93
    P9 2.19 0.12 0.90 0.05 0.95
    P10 10.46 0.36 0.95 0.03 0.98
    P11 2.82 0.10 0.94 0.04 0.98
    P12 22.60 0.30 0.98 0.01 0.99
    P13 6.17 0.37 0.92 0.05 0.97
    P14 8.68 1.27 0.81 0.12 0.93
    下载: 导出CSV
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  • 收稿日期:  2023-01-01
  • 网络出版日期:  2024-03-13

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