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Predicting the longshore-variable coastal response to hurricanes.

机译:预测沿海地区对飓风的变化。

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摘要

The longshore variability of the coastal response to hurricanes may be examined within the framework of a storm-impact scaling model that compares spatially-variable beach morphology and fluid forcing. The relative elevations of dune height and storm induced water levels are used to define three impact regimes (swash, collision, and overwash), within which the magnitudes and processes of sediment transport are expected to be unique. Maximum total water-levels are modeled as the sum of astronomical tide, storm surge, and wave runup. The 2% exceedence level for runup, the sum of wave setup and swash, is calculated using a parameterization found to be accurate to 38 cm (rms error) based on comparisons to 491 data runs from ten field experiments. Techniques have been developed to extract accurate (15-cm rms) and detailed measures of large-scale coastal morphology and change from high-resolution topographic laser altimetry (lidar) surveys, allowing for quantification of relevant dune heights as well as the magnitudes and patterns of shoreline, dune, beach slope, and beach volume change in response to hurricanes.; Based on the relative elevations of modeled hurricane-induced water levels and lidarderived measures of pre-storm (1997) dune morphology, the potential impact regimes for Hurricanes Bonnie (1998) and Floyd (1999) were defined at 20-m increments along a 70-km stretch of coast in Onslow Bay, North Carolina. Comparisons to the observed impact regime, quantified from calculations of dune erosion and overwash deposition, indicate that the predictive accuracy of the model was 55.4%, an improvement over the 33.3% accuracy associated with random chance. Regime-specific model sensitivity was highest within the overwash regime (86.9%), decreasing to 55.8% and 1.5% in the collision and swash regimes, respectively. Shoreline and beach volume change in response to the storms were spatially-variable: the standard deviation of change was the same order of magnitude as the mean. Magnitudes of coastal change scaled with the observed impact regime. Beach volume change within the overwash and collision regimes was over two times greater than that within the swash regime. Little recovery was observed in overwashed locations where sand was transported inland and removed from the nearshore system. Here, the volume of sand removed from the beach was balanced by that in the overwash deposits.
机译:可以在风暴影响缩放模型的框架内检查沿海地区对飓风的反应的长海岸可变性,该模型比较了空间可变的海滩形态和流体强迫。沙丘高度的相对高度和风暴引起的水位被用来定义三种撞击方式(冲刷,碰撞和过冲),在其中,泥沙运移的幅度和过程预计是唯一的。最大总水位被建模为天文潮,风暴潮和海浪上升之和。根据与十个野外实验中491个数据的比较,使用精确到38厘米(均方根误差)的参数设置,可以计算出超出2%的超限水平,即波建立和斜波的总和。已经开发出技术,可以从高分辨率地形激光测高仪(激光雷达)勘测中提取出准确的(15厘米有效值)和详细的测量值,以测量大规模沿海形态和变化,从而可以量化相关的沙丘高度以及量级和样式海岸线,沙丘,海滩坡度和海滩体积因飓风而变化的情况;根据模拟飓风诱发的水位的相对高程和利达里德(1997)沙丘形态的测井措施,将飓风邦妮(1998)和弗洛伊德(1999)的潜在影响范围定义为沿70米的20米增量北卡罗莱纳州Onslow湾的-公里海岸。通过对沙丘侵蚀和水洗沉积物的计算进行量化,与观察到的冲击状态进行了比较,结果表明,该模型的预测准确性为55.4%,比随机机会带来的33.3%的准确性有所提高。特定政权模型的敏感性在过冲方案中最高(86.9%),在碰撞和冲刷方案中分别降至55.8%和1.5%。响应风暴,海岸线和海滩的体积变化在空间上是可变的:变化的标准偏差与平均值处于相同的数量级。沿海变化的幅度随观察到的影响机制而变化。在过冲和碰撞状态下,泳滩容积变化比在冲刷状态下的泳滩容积变化大两倍以上。在砂子被内陆运输并从近岸系统中移走的地方,几乎没有发现过恢复。在这里,从海滩上清除的沙子量与过洗沉积物中的沙子量是平衡的。

著录项

  • 作者

    Stockdon, Hilary F.;

  • 作者单位

    Oregon State University.;

  • 授予单位 Oregon State University.;
  • 学科 Geology.; Physical Oceanography.
  • 学位 Ph.D.
  • 年度 2006
  • 页码 131 p.
  • 总页数 131
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 地质学;海洋物理学;
  • 关键词

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