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NUMERICAL SIMULATION OF SEDIMENT PATHWAYS AT ANIDEALIZED INLET AND EBB SHOAL

机译:理想化入口和EBB浅滩沉积物路径的数值模拟

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Bypassing at inlets can occur across the ebb shoal, through tidal exchange, and byrnepisodic collapse of shoals. To examine ebb-shoal and tidal exchange bypassing in a systematicrnway, we investigated sediment pathways at an idealized inlet with a coupled tide, wave, andrnsediment transport-morphology change numerical modeling system. The idealized inlet, ebbrnshoal, and channel were devised to test the coupled modeling system and isolate sedimentrntransport pathways driven by wave and tidal forcing. The inlet, channel, ebb shoal, and bayrndimensions approximate those of Shinnecock Inlet, New York. Five simulations consisting ofrntide forcing, wave forcing (fair-weather and storm), and combined tide and wave forcing werernconducted. Patterns of calculated morphology change followed those found in nature.rnSimulations with waves impounded sand against the updrift jetty and eroded the bottom in thernnearshore area on the downdrift side of the inlet. Wave breaking on the ebb shoal primarilyrnmoved material updrift, but also flattened the shoal by eroding the top and depositing materialrnaround its perimeter. For the forcing conditions examined, waves were the dominant transportrnmechanism. Tidal currents modified the morphology change primarily at the inlet entrance andrnon the updrift side of the ebb shoal by opposing the current during the flood tide.
机译:通过潮汐交换和浅滩的分行崩塌,可能会在潮汐浅滩上发生入口旁路。为了在系统的途径中检查潮汐和潮汐交换绕过的情况,我们使用耦合的潮汐,波浪和泥沙输运-形态变化数值模拟系统研究了理想入口处的泥沙路径。设计了理想的进水口,浅滩和河道,以测试耦合的建模系统,并隔离由波浪和潮汐强迫驱动的泥沙输送路径。进水口,水道,潮汐浅滩和海湾尺寸近似于纽约Shinnecock进水口的尺寸。进行了5次模拟,包括潮汐强迫,波浪强迫(晴天和风暴)以及潮汐和波浪强迫的组合。计算得出的形态变化模式遵循自然界中发现的模式。用波浪进行的模拟将沙子夹在向上漂移的码头上,并侵蚀了入口向下漂移侧的近岸区域的底部。退潮浅滩上的波浪破裂首先移动了物质的向上漂移,但通过侵蚀顶部并使物质在其周长附近沉积,使浅滩变平。对于受力情况,波浪是主要的传输机制。潮汐流主要通过在潮汐潮汐期间逆流而改变了形态变化,主要在入口处和在退潮浅滩的上漂侧。

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