舟山绿色石化围垦工程前后冲淤特性研究

    Impact of Zhoushan Green Petrochemical Reclamation Project on Sediment Deposition and Scouring

    • 摘要: 海涂围垦工程对周边水动力、泥沙冲淤以及生态环境有较大影响。文章采用MIKE21水动力模块对舟山绿色石化围垦工程前后的水动力变化进行对比分析,并结合经验公式对泥沙冲淤进行了详细研究。结果表明,该工程海域整体潮流运动以往复流为主,围垦工程设计以顺应潮流运动方向为指导,工程前后大范围的流场改变较小,仅在工程周边受岸线改变的小范围区域内流速流向有较大改变,工程后流速变化的极个别区域因受挑流作用,最高差值控制在0.4 m/s内,较工程前流速变化率在35%左右,大范围的流速变化值为0.03~0.12 m/s,较工程前流速变化幅度在6%~12%,表明工程建设对流速变化明显的影响范围有限;受工程附近流速变化影响,淤积区域主要集中在围堤前沿、东南和西北两侧的涨落潮流的流影区以及围堤之间拐角处和围堤与岛屿所形成的半封闭水域内,冲刷区域主要在围堤的外侧海域以及围堤拐角处的挑流区域,总体上只对工程周边局部较小范围内地形有一定影响。

       

      Abstract: MIKE21 hydrodynamics module is used to study the hydrodynamics change caused by Zhoushan Green Petrochemical Reclamation Project.The sediment deposition and scouring process is studied in depth with the help of empirical equations.The research indicates that the tide current in the area of the project site is mainly alternating type, and the impact on general flow field is limited because the design has taken direction of current into consideration.However, the flow near the changed shore at the edge of the project site is not the same as before.The flip action caused flow speed changes at some places.The speed change of flow at those places has been controlled within the limit of 0.4 m/s, less than 35% of original speed.Change of overall flow speed is in the range of 0.03~0.12 m/s, 6%~12% of the original speed.Sediment deposit sites are mostly in the sea areas in front of the embankment, around embankment corner or in the south-east flow shadow and the north- west flow shadow.Some others are found in an island-surround semi-enclosed area.The scoured areas are found at some spots close to the embankment or in the flow flip area around the embankment corner.

       

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