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首页> 外文期刊>Continental Shelf Research: A Companion Journal to Deep-Sea Research and Progress in Oceanography >Observations of offshore bar decay: Sediment budgets and the role of lower shoreface processes
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Observations of offshore bar decay: Sediment budgets and the role of lower shoreface processes

机译:海上钢筋腐蚀的观测:泥沙预算和下岸面过程的作用

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Long-term, net offshore bar migration is a common occurrence on many multiple-barred beaches. The first stage of the process involves the generation of a longshore bar close to the shoreline that oscillates about a mean position for some time, followed by a stage of net offshore migration across the upper shoreface, and finally a stage of decaying bar form through loss of sediment volume at the outer boundary of the upper shoreface. The phenomenon has been previously documented in the Netherlands, the USA, the Canadian Great Lakes, and in New Zealand, but our present understanding of the morphodynamic processes and sediment transport pathways involved in bar decay is limited. In this paper, long-term, net offshore bar migration is investigated at Vejers Beach, located on the North Sea coast of Denmark where offshore bar migration rates are of the order of 45-55ma~(-1). A wave height transformation model confirmed that the decay of the outer bar results in increased wave heights and undertow speeds at the more landward bar potentially causing this bar to speed up its offshore migration. The causes for outer bar decay were investigated through field measurements of sediment transport at the decaying bar and at a position further seaward on the lower shoreface. The measurements showed that a cross-shore transport convergence exists between the bar and the lower shoreface and that the loss of sediment involved in bar decay is associated with a longshore directed transport by non-surf zone processes. At Vejers, and possibly elsewhere, the net offshore migration of bars and the subsequent loss of sand during bar decay is an important part of the beach and shoreface sediment budget.
机译:长期的净近海钢筋迁移在许多多栅栏海滩上很普遍。该过程的第一阶段涉及在海岸线附近生成一条长岸钢筋,该波浪在平均位置附近振荡一段时间,然后是整个上海岸面的净海上迁移阶段,最后是因损失而形成的腐烂钢筋形式上岸面外边界的泥沙量。该现象先前已在荷兰,美国,加拿大大湖区和新西兰进行过记录,但是我们目前对与棒衰变有关的形态动力学过程和沉积物传输途径的理解是有限的。本文研究了位于丹麦北海沿岸的Vejers海滩的长期净离岸钢筋迁移情况,那里的离岸钢筋迁移率约为45-55ma〜(-1)。波浪高度转换模型证实,外钢筋的衰减会导致波浪高度增加,而在更陆侧的钢筋处拖曳速度会降低,这可能会导致其加速其海上迁移。通过现场测量在腐烂条上和下岸面更靠海的位置上的泥沙运移,调查了造成外部条形衰减的原因。测量结果表明,横杆和下岸面之间存在跨岸运输汇聚,并且与横杆定向腐蚀有关的长条海岸通过非冲浪区过程进行运输,与横杆衰减有关。在Vejers以及其他地方,钢筋的净近海迁移以及钢筋腐蚀过程中随后的砂土流失是海滩和岸边沉积物预算的重要组成部分。

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