首页> 外文会议>International Conference on Coastal Dynamics >PREDICTING OVERWASHING AND BREACHING OF COARSE-CLASTIC BARRIER BEACHES AND SPITS – APPLICATION TO MEDMERRY, WEST SUSSEX, SOUTHERN ENGLAND
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PREDICTING OVERWASHING AND BREACHING OF COARSE-CLASTIC BARRIER BEACHES AND SPITS – APPLICATION TO MEDMERRY, WEST SUSSEX, SOUTHERN ENGLAND

机译:预测粗泥浆屏障海滩和吐痰缝制和突破 - 在英格兰南部西萨塞克斯郡Medmerry的应用

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The majority of barrier beaches and spits along the south coast of England are in the ultimate phase of barrier breakdown (Carter and Orford, 1984). This is due to an imbalance between their forcing hydrodynamic and resisting morphodynamic factors. The Holocene sediment supply that once fed these dynamic systems is no longer readily available because of natural and anthropogenic causes. Management in the form of “hard” and “soft” engineering is required therefore, to maintain stability as flood defences in their present positions. Current management practices are often not economically viable or sustainable solutions in the long term. With greater risks predicted, arising from sea level rise and increased storm surges, significant management decisions must be made with a limited understanding of the way that these beaches perform under storm attack. Findings from application of Bradbury’s (1998) overwashing model at the Medmerry barrier, West Sussex are presented.
机译:大多数障碍海滩和英格兰南部海岸的吐痰都处于屏障崩溃的终极阶段(Carter和Orford,1984)。这是由于其迫使流体动力学和抵抗形态学因素之间的不平衡。由于天然和人为原因,喂养这些动态系统的全新世沉积物供应不再可用。因此,以“硬”和“软”工程形式的管理是必要的,以保持在当前位置的洪水防御稳定性。目前的管理实践在长期内往往不是经济上可行或可持续的解决方案。预测风险更大,从海平面上升和风暴飙升增加,必须在有限的了解情况下,对这些海滩在风暴袭击下进行的方式进行了重大的管理决策。提出了Bradbury(1998)射击模型在Medmerry屏障的调查结果,西萨斯塞克斯举行。

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