淹没海岸结构物对近岸水动力的影响

Renan F. da Silva, Jeff Hansen, Ryan Lowe, Dirk Rijnsdorp, Mark Buckley
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引用次数: 0

摘要

淹没海岸结构(例如,淹没防波堤和天然和人工礁)在全球近岸水域很常见。通过局部减少周围水深,它们改变了入射波场、平均水流、径流和周围沉积物的输送。虽然通常认为水下结构通过驱散近海波浪和在其背风处创造庇护条件来促进海岸保护,但它们与波浪的相互作用可能导致波浪驱动的环流模式,从而可能促进海岸线的增加或侵蚀(Ranasinghe等人,2006)。一项对水下防波堤建设导致的海岸变化的荟萃分析发现,与预期相反,在大多数情况下,侵蚀发生在防波堤的背风处(Ranasinghe和Turner, 2006)。因此,对波浪结构相互作用和由此产生的水动力学的详细了解对于预测其背风处的海岸变化至关重要。在这里,我们使用相位分辨模型详细探讨了水下结构背风处的波浪驱动流体力学。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
THE INFLUENCE OF SUBMERGED COASTAL STRUCTURES ON NEARSHORE HYDRODYNAMICS
Submerged coastal structures (e.g., submerged breakwaters and natural and artificial reefs) are common in nearshore waters globally. By locally reducing water depths from the surrounding bathymetry, they modify the incident wave field, mean currents, runup and sediment transport around them. Although submerged structures are generally assumed to promote coastal protection by dissipating waves offshore and creating sheltered conditions in their lee, their interaction with waves can result in wave-driven circulation patterns that may either promote shoreline accretion or erosion (Ranasinghe et al., 2006). A meta-analysis of the coastal changes resulting from the construction of submerged breakwaters found that, contrary to expectation, in the majority of the cases erosion occurred in their lee (Ranasinghe and Turner, 2006). Therefore, a detailed understanding of the wave structure interactions and resulting hydrodynamics is paramount to predict coastal changes in their lee. Here we explore the detailed wave-driven hydrodynamics in the lee of submerged structures using phase-resolved modelling.
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