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Coastal vulnerability of a pinned, soft-cliff coastline, II: assessing the influence of sea walls on future morphology

机译:固定的软悬崖海岸线的沿海脆弱性,II:评估海堤对未来形态的影响

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Coastal defences have long been employed to halt or slow coastal erosion, and their impact on local sediment flux and ecology has been studied in detail through field research and numerical simulation. The non-local impact of a modified sediment flux regime on mesoscale erosion and accretion has received less attention. Morphological changes at this scale due to defending structures can be difficult to quantify or identify with field data. Engineering-scale numerical models, often applied to assess the design of modern defences on local coastal erosion, tend not to cover large stretches of coast and are rarely applied to assess the impact of older structures. We extend previous work to explore the influences of sea walls on the evolution and morphological sensitivity of a pinned, soft-cliff, sandy coastline under a changing wave climate. The Holderness coast of East Yorkshire, UK, is used as a case study to explore model scenarios where the coast is both defended with major sea walls and allowed to evolve naturally were there are no sea defences. Using a mesoscale numerical coastal evolution model, observed wave-climate data are perturbed linearly to assess the sensitivity of the coastal morphology to changing wave climate for both the defended and undefended scenarios. Comparative analysis of the simulated output suggests that sea walls in the south of the region have a greater impact on sediment flux due to increased sediment availability along this part of the coast. Multiple defence structures, including those separated by several kilometres, were found to interact with each other, producing complex changes in coastal morphology under a changing wave climate. Although spatially and temporally heterogeneous, sea walls generally slowed coastal recession and accumulated sediment on their up-drift side.
机译:长期以来,海岸防御一直被用来阻止或减缓海岸侵蚀,并已通过野外研究和数值模拟详细研究了其对当地沉积物通量和生态的影响。改良的泥沙通量制度对中尺度侵蚀和增生的非局部影响受到了较少的关注。由于防御结构,这种规模的形态变化可能很难用实地数据量化或识别。工程规模的数值模型通常用于评估对当地海岸侵蚀的现代防御措施,往往无法覆盖大片海岸,很少用于评估较旧结构的影响。我们扩展了先前的工作,以探讨海浪对波浪气候变化下的固定,软悬崖,沙质海岸线的演变和形态敏感性的影响。英国东约克郡的霍德内斯海岸被用作案例研究,以探索模型场景,该海岸既有主要防波堤保护,又在没有防波堤的情况下可以自然演化。使用中尺度的数值海岸演化模型,对观测到的海浪气候数据进行线性扰动,以评估防御和未防御情况下沿海形态对变化的海浪气候的敏感性。对模拟输出的比较分析表明,由于沿海岸的这一部分的沉积物可利用量增加,该地区南部的海堤对沉积物通量具有更大的影响。发现多个防御结构,包括相距数公里的防御结构,会相互影响,从而在海浪气候变化的情况下在沿海形态上产生复杂的变化。尽管在时间和空间上存在异质性,但海堤通常减缓了沿海地区的衰退,并在其向上漂移的一侧堆积了沉积物。

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