兴城市曹庄海域潮滩水动力数值模型的建立

The establishment of the tidal flat hydrodynamic numerical model in Cao Zhuang, Xingcheng city

  • 摘要: 本文以辽宁省兴城市曹庄海域潮滩为例,利用MIKE21建立该潮滩的二维水动力模型,在验证海域稳定深槽的潮位、潮流(流速、流向)基础上,对潮滩淹没过程的瞬时水边线和滩面潮流(流速、流向)进行验证,并分析潮汐特征及强风对潮滩水动力数值模型计算结果的影响。结果表明,该潮滩大、小潮均可实现淹没,每个周日滩面(0.5 m以上)淹没时间的平均值为5.8 h;滩面流场极为复杂,高潮时滩面流速达到最大值,普遍为30~40 cm/s且流向基本平行岸线;6~7强风条件对计算流场有较大的影响,1#、2#测站的计算流速较无风条件下增大43.8%和29.5%。

     

    Abstract: We take the tidal flat in Cao Zhuang, Xingcheng city, Liaoning Province as an example and build a two-dimensional hydrodynamic numerical model with MIKE21. Based on the verification of the tide level and tidal current (flow velocity and flow direction) in the stable deep sea, we verify the instantaneous waterline and tidal current (flow velocity and flow direction). This paper also includes the analysis of the tidal characteristics and the influence of strong wind on the results of the model. The results show that the tidal flat can be flooded during spring tide and neap tide, the average flooding time on the tidal flat is 5.8 hours. The flow field on the tidal flat is extremely complex, as the velocity on the tidal flat reaches a maximum of generally 30~40 cm/s during spring tide and the flow direction parallels to the shoreline. The strong breeze or moderate gale has a great effect on the flow field in the whole sea area, the calculated velocity value of No.1 and No.2 separately increase by 43.8% and 29.5%, comparing with the value under windless conditions.

     

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