潮流作用下人工鱼礁山海域泥沙输运的数值模拟研究
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S 931

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国家重点研发计划(2019YFD0901302)


Numerical modelling of sediment transport in artificial seamount by the action of tidal current
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Supported by Innovation Program of Shanghai Municipal Education Commission (12YZ127)

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    摘要:

    为探究人工鱼礁投放后对海域底质的影响,实验基于海洋数值模型FVCOM (finite volume community ocean model)及其泥沙计算模块,对嵊泗马鞍列岛的人工鱼礁山的流场效应、悬沙和底床泥沙冲淤效果进行了数值模拟研究。数值模型中圆台型堆积人工鱼礁山设置为直径100 m、高度10 m,将人工鱼礁山部分简化为密闭空间并减去相应高度的水深,以体现潮流作用下鱼礁山周围的泥沙悬浮、底床冲淤效应。通过对大小潮期间涨急、落急时刻流场的分析,结果发现鱼礁山对流速的影响主要体现在鱼礁山附近,礁体上方及潮流主轴两侧的底层流速增加,背流面一侧流速大幅减弱。鱼礁山投放前后悬浮泥沙含量的差异与流场变化趋势比较接近,最大值不超过0.01 g/L。海床的泥沙冲淤结果在人工鱼礁山周围表现为沿涨、落潮主轴方向淤积,两侧冲刷,冲淤结果在±0.5 m左右,且水平影响范围在鱼礁山2倍直径,即约200 m以内,由人工鱼礁引起的泥沙输运过程是一个局部变化过程。研究表明,为避免局部过度冲刷,需对鱼礁山潮流椭圆短轴侧的附近海底使用特殊护底型礁体进行加固处理。潮流速度过大、且底质易严重冲淤的海域不适合建设人工鱼礁山。

    Abstract:

    In order to study the influence of artificial reef on the sea bottom, based on the marine numerical model FVCOM (finite volume community ocean model) and its sediment transport module, the effects of the current field, suspended sediment and seabed sediment erosion and deposition around an artificial seamount in the artificial reef area of the Ma’an Islands are analyzed. A truncated-cone-type artificial seamount was set up with a diameter of 100 m and a height of 10 m. In order to simulate the effect of sediment suspension and seabed erosion and deposition around artificial seamount by the action of the tidal current, the part of the artificial seamount was simplified into a closed solid and the corresponding height of water depth was subtracted. Based on the analysis of the current field during the floods and ebbs of the spring and neap tides, the influence of artificial seamount on current velocity was mainly showed in the vicinity of the artificial seamount. The velocity of the water layer above the artificial seamount and velocity of bottom layer on both sides of the main current axis increased, while the velocity of downstream of the artificial seamount decreased significantly. The difference of suspended sediment concentration variation before and after the construction of artificial seamount was close to the trend of the current field variation and the maximum value was not more than 0.01 g/L. The results of sediment erosion and deposition on the sea bed around the artificial seamount showed deposition along the long axis of current ellipse, and erosion along the short axis of current ellipse, and the thickness of erosion and deposition were about ±0.5 m, and the horizontal influence range was within 2.0 times of the diameter around the reef mountain, that is, within 200 m. The sediment transport process caused by the artificial seamount was a local change process. In order to avoid local over erosion, it is necessary to reinforce the seabed near the artificial seamount on the short axis of the tide ellipse with special bottom pretection reef. It is not suitable to build artificial seamount in the area where tidal current velocity is too high and bottom sediment is liable to serious erosion and deposition.

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林军,吴星辰,杨伟.潮流作用下人工鱼礁山海域泥沙输运的数值模拟研究[J].水产学报,2020,44(12):2087~2099

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  • 收稿日期:2019-05-27
  • 最后修改日期:2020-05-17
  • 录用日期:2020-05-20
  • 在线发布日期: 2020-12-11
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