刘波, 胡日军, 李毅, 朱龙海, 袁晓东, 尹砚军, 冷星. 夏季潮流作用下龙口湾海域悬浮泥沙时空变化特征及其输运机制[J]. 海洋地质前沿, 2020, 36(3): 20-30. DOI: 10.16028/j.1009-2722.2019.098
    引用本文: 刘波, 胡日军, 李毅, 朱龙海, 袁晓东, 尹砚军, 冷星. 夏季潮流作用下龙口湾海域悬浮泥沙时空变化特征及其输运机制[J]. 海洋地质前沿, 2020, 36(3): 20-30. DOI: 10.16028/j.1009-2722.2019.098
    LIU Bo, HU Rijun, LI Yi, ZHU Longhai, YUAN Xiaodong, YIN Yanjun, LENG Xing. Longkou Bay undertheInfluence of Summer Tidal Current[J]. Marine Geology Frontiers, 2020, 36(3): 20-30. DOI: 10.16028/j.1009-2722.2019.098
    Citation: LIU Bo, HU Rijun, LI Yi, ZHU Longhai, YUAN Xiaodong, YIN Yanjun, LENG Xing. Longkou Bay undertheInfluence of Summer Tidal Current[J]. Marine Geology Frontiers, 2020, 36(3): 20-30. DOI: 10.16028/j.1009-2722.2019.098

    夏季潮流作用下龙口湾海域悬浮泥沙时空变化特征及其输运机制

    Longkou Bay undertheInfluence of Summer Tidal Current

    • 摘要: 根据龙口湾海域海流、悬浮泥沙等实测资料,利用Morlet小波分析与单宽悬沙通量机制分解法,分析了研究区悬浮泥沙浓度时空分布特征和变化规律,并探讨了悬浮泥沙的输运机制。研究结果表明,平面分布上,研究区的悬浮泥沙分布呈现人工岛外悬沙浓度大于岛内水道海域的分布特征;垂向上,各站位平均含沙量由底层向表层逐层递减,特征明显。悬浮泥沙浓度在潮周期的变化较为复杂,各站位悬浮泥沙浓度在单日内一般出现2~4次峰值;悬浮泥沙浓度峰值往往滞后于流速峰值0.5~2 h;悬浮泥沙浓度在时间上的变化以12~16 h尺度为主要周期。研究区单宽输沙通量主要介于2.64~24.68 gs-1m-1;整体上呈现人工岛外海域悬沙通量高于人工岛内的平面分布格局。悬浮泥沙输运方向与潮致余流方向基本一致;受余流、地形、悬沙浓度等影响,各个输沙分项对输沙率的贡献相差较大,平流输运在悬沙输移中占绝对优势,其次为垂向净环流输沙。

       

      Abstract: According to the measured data of sea current and suspended sediment in Longkou Bay, the temporal and spatial distribution patterns and the variation of suspended sediment concentration in the study area were discussed in order to explore the transport mechanism of suspended matter with Morlet wavelet analysis and decomposition method of unit-width suspended sand flux. The results show that, horizontally, the concentration of suspended sediment outside the artificial island is larger than that within the island. Vertically, the average sediment concentration of each station decreases obviously from the bottom to the surface layers. The variation of suspended sediment concentration in the tidal cycle is complicated. The concentration of suspended sediment in each station generally shows 2~4 peaks in a single day; the peak concentration of suspended sediment tends to lag behind the peak value of flow rate for half an hour to two hours; and the change cycle of suspended sediment concentration is basically 12~16 h. The unit-width sediment transport flux in the study area mainly ranges from 2.64 to 24.68 gs-1m-1. The overall distribution of suspended sand flux outside the artificial island is higher than that within the artificial island. The direction of suspended sediment transport is basically consistent with the direction of the tidal residual current. Due to the influence of residual current, topography and suspended sediment concentration, the contribution of each sediment transport to the sediment transport rate is quite different, and the advection transport has an absolute advantage in suspended sediment transport, followed by vertical net circulation sediment transport.

       

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