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首页> 外文期刊>Coastal engineering >Observations and 3D hydrodynamics-based modeling of decadal-scale shoreline change along the Outer Banks, North Carolina
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Observations and 3D hydrodynamics-based modeling of decadal-scale shoreline change along the Outer Banks, North Carolina

机译:北卡罗莱纳州外河沿岸十年尺度海岸线变化的观测和基于3D水动力的建模

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摘要

Long-term decadal-scale shoreline change is an important parameter for quantifying the stability of coastal systems. The decadal-scale coastal change is controlled by processes that occur on short time scales (such as storms) and long-term processes (such as prevailing waves). The ability to predict decadal-scale shoreline change is not well established and the fundamental physical processes controlling this change are not well understood. Here we investigate the processes that create large-scale long-term shoreline change along the Outer Banks of North Carolina, an uninterrupted 60 km stretch of coastline, using both observations and a numerical modeling approach. Shoreline positions for a 24-yr period were derived from aerial photographs of the Outer Banks. Analysis of the shoreline position data showed that, although variable, the shoreline eroded an average of 1.5 m/yr throughout this period. The modeling approach uses a three-dimensional hydrodynamics based numerical model coupled to a spectral wave model and simulates the full 24-yr time period on a spatial grid running on a short (second scale) time-step to compute the sediment transport patterns. The observations and the model results show similar magnitudes (O(10(5) m(3)/yr)) and patterns of alongshore sediment fluxes. Both the observed and the modeled alongshore sediment transport rates have more rapid changes at the north of our section due to continuously curving coastline, and possible effects of alongshore variations in shelf bathymetry. The southern section with a relatively uniform orientation, on the other hand, has less rapid transport rate changes. Alongshore gradients of the modeled sediment fluxes are translated into shoreline change rates that have agreement in some locations but vary in others. Differences between observations and model results are potentially influenced by geologic framework processes not included in the model. Both the observations and the model results show higher rates of erosion (similar to-1 m/yr) averaged over the northern half of the section as compared to the southern half where the observed and modeled averaged net shoreline changes are smaller (< 0.1 m/yr). The model indicates accretion in some shallow embayments, whereas observations indicate erosion in these locations. Further analysis identifies that the magnitude of net alongshore sediment transport is strongly dominated by events associated with high wave energy. However, both big- and small wave events cause shoreline change of the same order of magnitude because it is the gradients in transport, not the magnitude, that are controlling shoreline change. Results also indicate that alongshore momentum is not a simple balance between wave breaking and bottom stress, but also includes processes of horizontal vortex force, horizontal advection and pressure gradient that contribute to long-term alongshore sediment transport. As a comparison to a more simple approach, an empirical formulation for alongshore sediment transport is used. The empirical estimates capture the effect of the breaking term in the hydrodynamics-based model, however, other processes that are accounted for in the hydrodynamics-based model improve the agreement with the observed alongshore sediment transport.
机译:十年尺度的长期海岸线变化是量化沿海系统稳定性的重要参数。十年尺度的沿海变化受短时间尺度(例如风暴)和长期过程(例如盛行的波浪)中发生的过程控制。预测年代际尺度海岸线变化的能力还没有很好地建立,并且控制这种变化的基本物理过程还没有被很好地理解。在这里,我们使用观测和数值模拟方法研究了沿北卡罗莱纳州外河岸(海岸线不间断的60公里延伸段)造成大规模长期海岸线变化的过程。 24年期间的海岸线位置来自外滩的航拍照片。对海岸线位置数据的分析表明,尽管海岸线变化,但在整个时期内,海岸线平均每年侵蚀1.5 m。该建模方法使用基于三维流体力学的数值模型,并耦合到频谱波模型,并在短(第二尺度)时间步长上运行的空间网格上模拟整个24年时间段,以计算沉积物的运移模式。观测结果和模型结果显示出相似的幅度(O(10(5)m(3)/ yr))和沿海沉积物通量的模式。由于不断弯曲的海岸线,以及沿岸测深仪的沿岸变化的可能影响,在本节的北部,观测到的和模拟的沿岸沉积物运移速率都有较快的变化。另一方面,方向相对一致的南部地区的运输速度变化不大。模拟的沉积物通量的沿岸梯度被转化为海岸线变化率,在某些位置上该值一致,但在另一些位置上不同。观测值和模型结果之间的差异可能受到模型中未包括的地质框架过程的影响。观测结果和模型结果均显示,该断层北半部的平均侵蚀速率较高(类似于-1 m / yr),而南半部的观测和模拟平均净海岸线变化较小(<0.1 m) / yr)。该模型表明在某些浅层小海湾有增生现象,而观测表明在这些地方有侵蚀。进一步的分析表明,沿岸沉积物净输运的量主要由与高波浪能有关的事件决定。但是,大波浪和小波浪事件都会导致海岸线变化幅度相同,因为控制海岸线变化的是运输坡度而不是幅度。研究结果还表明,近海动量不是波浪破碎和底部应力之间的简单平衡,还包括水平涡旋力,水平对流和压力梯度的过程,这些过程有助于长期沿岸沉积物的输送。与更简单的方法相比,使用了沿海沉积物运输的经验公式。经验估计值在基于水动力的模型中捕获了破坏期的影响,但是,基于水动力的模型中考虑的其他过程改善了与观测到的沿岸沉积物运输的一致性。

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