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首页> 外文期刊>Journal of Environmental Management >A GIS approach to sediment displacement in mixed sand and gravel beach environments
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A GIS approach to sediment displacement in mixed sand and gravel beach environments

机译:GIS技术解决沙石混合海滩环境中沉积物的位移

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Mixed sand and gravel beaches pose special management issues as they are morphologically distinct from either pure sand or shingle beaches. On the mixed sand and gravel beaches of the Canterbury Bight, New Zealand, displacement of sediments operates within a two-part sediment transport system. The large sediments are retained in the beaches, while the fine sand, silt, and mud are transported offshore to the continental shelf. While the susceptibility of sediments to size-reduction is dependent on the textural mixture of sediments, the actual size-reduction takes place during sediment transport, or displacement, in the active surf zone of the beach. The authors outline a method that incorporates the sediment reduction susceptibility of beach sediments from the textural mixture, twenty years of wave-hindcast data, and sediment tracer experiments to model sediment displacement in mixed sand and gravel beach environments of the Canterbury Bight. Results show that the textural mix of the sediments influences not only the rate of loss to size-reduction but also the time taken for sediment to be transported along a beach continuum within the surf zone. The authors modelled time-frames to achieve three target percentages of sediment displacement: (1) ten percent, (2) fifty percent, and (3) a range of zero to one hundred percent. Ten percent displacement of sediments was predicted to take between four and eighty-eight weeks, fifty percent displacement between one and sixteen years, and a hundred percent displacement up to two-hundred and thirty years, depending on the textural composition of sediments along the coast based on the actual wave action occurring along this coastline.
机译:混合的沙子和砾石海滩在形态上不同于纯沙子或带砾石的海滩,因此会带来特殊的管理问题。在新西兰坎特伯雷湾的混合沙滩和砾石海滩上,沉积物的置换在两部分的沉积物传输系统中进行。大量的沉积物保留在海滩中,而细沙,淤泥和泥浆则被海上运输到大陆架。虽然沉积物对减小尺寸的敏感性取决于沉积物的质地混合,但是实际减小尺寸的过程是在海滩活动冲浪区中的沉积物运输或置换过程中发生的。作者概述了一种方法,该方法结合了来自质地混合物的海滩沉积物的降低泥沙敏感性,二十年的波浪后兆数据以及沉积物示踪剂实验,以模拟坎特伯雷湾混合沙滩和砾石海滩环境中的沉积物位移。结果表明,沉积物的质地混合不仅影响损失减小尺寸的速率,还影响沉积物沿冲浪区内海滩连续体运输所需的时间。作者模拟了实现三个目标泥沙置换百分比的时间范围:(1)百分之十,(2)百分之五十和(3)零到百分之一百的范围。根据沿海地区沉积物的质地组成,预计沉积物的位移量为百分之四到八十八之间,百分之十的位移量为一到十六年之间,百分之一百的位移量直到二百三十年为止。基于沿着这条海岸线发生的实际波浪作用。

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