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首页> 外文期刊>Geo-Marine Letters >A large mid-channel sand bar in the macrotidal seaway of outer Asan Bay, Korea: 30 years of morphologic response to anthropogenic impacts
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A large mid-channel sand bar in the macrotidal seaway of outer Asan Bay, Korea: 30 years of morphologic response to anthropogenic impacts

机译:韩国阿山湾巨潮海道中的大型中河沙洲:30年对人为影响的形态响应

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摘要

Over the past three decades, dike constructions along the shores and dredging activities for navigation purposes have caused significant sedimentologic/morphologic modifications of a mid-channel bar situated in the tidal seaway of outer Asan Bay, Korea, as shown by a comparison of two sediment datasets collected in the channel and over the bar in 1977 and 2008. In addition, three hydrographic charts published in 1976, 1989, and 2006 were analyzed using GIS to estimate sand volume budgets and any bar migration. The bar is currently about 15 km long and 2–5 km wide, with a relief of 15 m. It is elongated in the tidal flow direction, but asymmetric in cross section. Chart analyses reveal a dramatic reduction in size and volume over the study period. An approximate 19% net loss in total sediment volume was calculated between 1976 and 1989. Since then, a net gain of about 7% has been estimated. The surface areas between selected depth contours reveal a similar pattern, i.e., substantial shrinking until 1989, followed by slight expansion up to 2006. Comparing selected textural parameters (mean grain size, sorting) of a 2008 sediment sampling campaign with those of a 1977 survey, it was found that mean grain sizes have decreased by as much as 1-phi interval, and that the sediments have become more poorly sorted in the vicinity of the bar over the 30-year study period, probably due to a sudden decrease in tidal energy flux after completion of the adjacent dikes. A particular feature is the temporary response of the bar to man-made impacts, characterized by substantial shrinking along its southwestern flank, and slight expansion along its northeastern flank. The observed changes in bar morphology can plausibly be explained by a sudden decrease in sediment supply resulting from a reduction in tidal prism in the wake of diking. The bar initially shrunk, but since 1989 has begun to gradually recover. To compensate the deficit, the bar has lowered its base level by scouring troughs along both flanks.
机译:在过去的三十年中,沿海岸的堤防建设和用于航行的疏activities活动已经引起了位于韩国外山阿桑湾潮汐海道的中道坝的明显的沉积学/形态学改变,如两种沉积物的比较所示分别于1977年和2008年在河道和条形图上收集了数据集。此外,还使用GIS对1976年,1989年和2006年发布的三个水文图表进行了分析,以估计砂量预算和任何条形图的迁移。该酒吧目前长约15公里,宽约2-5公里,起伏15 m。它在潮汐流方向上是细长的,但横截面是不对称的。图表分析显示,在研究期间,尺寸和体积均大幅减少。在1976年至1989年之间,计算得出的总沉积物净损失约为19%。此后,估计净损失约为7%。选定的深度等值线之间的表面积显示出相似的模式,即直到1989年才大幅收缩,直到2006年才略有扩张。将2008年泥沙采样活动的选定质地参数(平均粒度,分类)与1977年调查的那些进行比较研究发现,在30年的研究期内,平均粒径减小了多达1-phi间隔,并且在条形附近的沉积物的分类变得更差了,这可能是由于潮汐的突然减小相邻堤防完成后的能量通量。一个特殊的功能是钢筋对人为撞击的暂时反应,其特征是沿其西南侧面大幅收缩,而沿其东北侧面略有膨胀。观察到的条形形态变化可以用堤坝后潮汐棱镜减少引起的沉积物供应突然减少来解释。该酒吧最初收缩,但自1989年以来已开始逐渐恢复。为了弥补赤字,金条通过在两侧的槽中擦洗来降低其基准水平。

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