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首页> 外文期刊>Marine Geology >Intertidal flat development in response to controlled embankment retreat: Freiston Shore, The Wash, UK
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Intertidal flat development in response to controlled embankment retreat: Freiston Shore, The Wash, UK

机译:潮间带发育以应对路堤退缩:英国The Wash的Freiston Shore

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摘要

A soft engineering method of removing existed flood defences to restore salt marsh has been widely used to protect the coastal region in European countries. This study investigates the response of the intertidal zone at Freiston Shore to a controlled embankment retreat (CER) completed in August 2002, and interprets changes in sediment dynamics and bed level across the intertidal zone based on an analysis of temporal and spatial variations in the suspended sediment flux over semi-diurnal tidal cycles. In addition, a numerical simulation (DelfGD) was performed to analyze the long-term development of the intertidal zone. The current velocity turned further seaward during the ebb 25 months after the de-embankment, with an apparent simultaneous decline of suspended sediment concentration (SSC). Between April 2003 and October 2004, the middle intertidal flat shifted from an erosional to an accretionary state, whereas the reverse was true on the lower intertidal flat. The spatial pattern of suspended sediment flux suggests that sediments eroded from the mid-intertidal zone after 9 months of CER have been re-deposited in the lower intertidal zone, and the process was reversed 16 months after. Tidally residual suspended sediment flux varied with the changing sediment dynamics. The modeling results indicate a similar trend in bed level change to the field observations at Freiston Shore, which was in an early phase of intertidal flat readjustment to the CER. Tidal creek system played an important role in transient geomorphological shift between the middle and lower intertidal flat. Furthermore, the model simulation revealed the time variation of bed level changes at different elevations over the intertidal flat, indicating that the flat would essentially revert to its original pre-CER morphology within decades, which depended highly upon the sediment supply condition. Finally, a conceptual model is developed, based on field survey and numerical simulations, to summarize the developmental processes operating within the intertidal zone in response to CER.
机译:拆除现有防洪设施以恢复盐沼的软工程方法已广泛用于保护欧洲国家的沿海地区。这项研究调查了Freiston Shore的潮间带对2002年8月完成的受控堤防撤退(CER)的响应,并基于对悬架的时空变化的分析,解释了整个潮间带的沉积物动力学和床位变化半日潮周期的泥沙通量。另外,进行了数值模拟(DelfGD)以分析潮间带的长期发展。在除堤后25个月的退潮期间,当前流速进一步向海移动,悬浮泥沙浓度(SSC)明显同时下降。在2003年4月至2004年10月之间,中间的潮间带从侵蚀状态转变为增生状态,而潮间带的下部则相反。悬浮泥沙通量的空间格局表明,经过9个月的CER侵蚀后,潮间带中部侵蚀的沉积物已重新沉积在潮间带下部,而这一过程在16个月后逆转。潮汐残余悬浮泥沙流量随泥沙动力学变化而变化。模拟结果表明,河床水位变化趋势与Freiston Shore的野外观测结果相似,后者处于对CER进行潮间带平整的早期阶段。潮汐小溪系统在中低潮间带之间的瞬时地貌转换中起着重要作用。此外,模型模拟揭示了潮间带不同高度的床位变化的时间变化,表明该平面在几十年内将基本恢复为原始的CER形态,这在很大程度上取决于沉积物的供应条件。最后,基于野外调查和数值模拟,开发了一个概念模型,以总结响应CER的潮间带内发育过程。

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