东营港海域冲淤特征

    CHARACTERISTICS OF EROSION AND DEPOSITION IN DONGYING HARBOR AREA

    • 摘要: 东营港附近海岸是典型的粉砂质海岸,其周边海域泥沙运动活跃,岸滩冲淤变化显著。近年来,海岸工程建设对其沉积动力环境造成显著影响。基于东营港海域2007年和2015年实测水深数据,利用水深地形对比、数值模拟和流速对比的方法,探讨了东营港海域冲淤特征及其影响因素。结果表明:研究区整体呈近岸侵蚀、离岸淤积的状态,自飞雁滩向东营港。其冲淤平衡点水深由9 m变化至6 m;飞雁滩附近海域泥沙易于起动,海底侵蚀增强,侵蚀产生的泥沙有随SE向流运移的趋势;研究区最大波浪破碎水深为6 m左右,东营港附近海域冲淤平衡点水深与该水深相对应;海岸工程建设造成局部海域冲淤趋势改变,东营港防波堤堤头周围海域侵蚀强烈,堤坝两侧显著淤积。

       

      Abstract: The Dongying Harbor is a silty coast. The movement of sediments is rather active and the change in deposition and erosion obvious there. Recent coastal engineering construction has made outstanding effects on the dynamic environment. According to the measured bathymetric data in 2007 and 2015, with the methods of depth profiles comparison, numerical simulation and moving velocity comparison, the characteristics and influence factors of erosion and deposition in the Dongying Harbor area are researched in this paper. Results show that the study area is characterized by erosion near coast and deposition offshore. From the Feiyan Shoal to the Dongying Harbor, the balance depth of erosion and deposition change from 9m to 6m. Sediment is easy to move at the Feiyan Shoal southeastwards by the coastal current. As the result, there is stronger erosion of seabed on the Feiyan Shoal. The maximum depth of wave break is about 6m, the balance depth of erosion and deposition near the Dongying Harbor is corresponding to it. Coastal engineering construction has changed the tendency of erosion and deposition in some parts of the research area. The head of breakwaters in the Dongying Harbor is under intense erosion. And deposition appears at the both sides of the breakwaters.

       

    /

    返回文章
    返回