渤海湾曹妃甸深槽断面监测研究进展

    Research progress on monitoring of trough section in Caofeidian, Bohai Bay

    • 摘要: 通过研究曹妃甸海区2021年实测水深和浅地层剖面资料,结合2004、2008和2013年历史资料,在区域和深度上对曹妃甸深槽海底地形进行动态对比。研究发现,深槽南侧海底冲刷作用较强烈,局部冲-淤速率最大可达−65 cm/a,这种现状有利于维持深槽水深,深槽轴线移动不明显,但35和40 m等深线均有南移趋势,最大外移距离约1 000 m。深槽地貌形成是海洋水体潮流水动力、古滦河三角洲演变和地质构造等内外营力综合作用的结果,结合浅地层剖面对比分析发现,深槽底部缺失全新世晚期海相沉积层,海底出现新的滑塌和侵蚀洼地等海洋地质灾害,对曹妃甸港带来一定的安全隐患,应加强深槽监测工作。

       

      Abstract: Based on the bathymetric data measured in 2021 and seismic shallow profiling in Caofeidian sea area, Bohai Bay, and combined with the historical data of 2004, 2008 and 2013, the evolution in topography of Caofeidian trough was studied in terms of regional scale and water depth. Results show that the south side of the trough has been strongly scoured, and the maximum local erosion-siltation rate was −65 cm/a, which is good to maintaining the depth of the trough, and the axis movement of the trough is not obvious, except that the 35 and 40 m isobaths had a southward shifting trend, and the maximum distance of displacement was about 1000 m. The formation of the trough geomorphology is the result of the comprehensive action of internal and external forces such as tidal current hydrodynamic force, evolution of ancient Luanhe River delta and geological structure. Combined with the seismic shallow profiling, we found that the late Holocene marine sediments were missing but newer geological disaster deposits such as slumping at the bottom of the trough, forming erosional depression in the sea bottom, which may be a risk to the Caofeidian Harbor. Therefore, close monitoring to the trough shall be strengthened.

       

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