基于风暴骤淤的通州湾港区冷家沙浅滩匡围方案研究*
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江苏省交通运输科技项目(2017ZX01);江苏省海洋科技创新专项(HY2019-1)


Reclamation schemes of Lengjiasha shoal in Tongzhou Bay Port due to storm siltation
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    摘要:

    基于ADCIRC+SWAN和Delft3D+SWAN模式建立双层嵌套的水沙地貌数学模型。根据路径特征将影响通州湾的所有台风分为5类,选取每类的代表性台风驱动模型,计算分析通州湾北部规划港区及周边海域的泥沙骤淤和地貌演变特征。结果表明:当前港区建设状况下,台风引起的海域冲淤变化幅度在±0.18 m以内,平均冲淤厚度0.05~0.10 m;在匡围方案影响下,研究海域水道沙洲系统受风暴潮影响也不大,风暴冲淤量级较小;一场风暴潮过后3个匡围方案下港区及口门外航道处淤积量均不大,最大局部淤积厚度0.1~0.6 m,且最大淤积厚度主要受台风类型控制;从风暴骤淤的角度,港区匡围方案2略优,但总体差异不大。建议综合考虑其他因素对匡围方案进行比选。

    Abstract:

    A nested tidal current and sediment transport model is established based on ADCIRC+SWAN and Delft3D+SWAN models. All typhoons affecting Tongzhou Bay are classified into 5 types according to the track characteristics,and a typical typhoon for each type is selected to drive the model and calculate the sudden siltation volume of the planned port area in the north of Tongzhou Bay and its surrounding sea areas and analyze the characteristics of seabed morphological evolution. The results show that under the current construction status of the port area,the range of sediment erosion and deposition in Yaosha-Lengjiasha sea area caused by the typhoons are within ± 0.18 m,and the average thickness of erosion and deposition is between 0.05 m and 0.10 m;in the context of considering the impact of the reclamation plan,the channel-sandbank system is not greatly affected by the storm surge,and the magnitude of the storm erosion and deposition is relative small;the deposition amount of all the three different schemes is small after a storm surge,and the maximum local deposition thickness which is mainly controlled by typhoon types is between 0.1 m and 0.6 m. Generally speaking,from the point of view of typhoon sudden siltation,the second scheme of port area reclamation is better. However,the differences among different schemes are small,and it is suggested to consider other factors to achieve the final decision.

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罗广胜,潘 毅.基于风暴骤淤的通州湾港区冷家沙浅滩匡围方案研究*[J].水运工程,2021(11):1-7.

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  • 在线发布日期: 2021-11-09
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