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首页> 外文期刊>Proceedings of the International Conference on Coastal Engineering >SCALES & SIGNATURES OF EPISODIC SAND BYPASSING AT A TIDE-DOMINATED INLET — FRIPP INLET, SOUTH CAROLINA
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SCALES & SIGNATURES OF EPISODIC SAND BYPASSING AT A TIDE-DOMINATED INLET — FRIPP INLET, SOUTH CAROLINA

机译:潮汐进口处罗汉砂的通量和标志—南卡罗来纳州弗里普入口

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This paper provides a case example of meso-scale sand circulation and volumes in a tide-dominated inlet (Fripp Inlet, South Carolina, USA) and the adjacent barrier island. Episodic bypassing is the dominant process controlling shoreline change in this area (Gaudiano & Kana 2001). The scale of bypassing in this case has proven to be more than adequate to restore a highly eroding armored beach along Fripp Island. Upward of 2.7 million cubic meters (m3) shifted from the ebb-tidal delta of Fripp Inlet to a central oceanfront area of Fripp Island between 1989 and 2012. This volume, representing roughly 10 percent of the ebb-tidal delta volume, provided natural nourishment equivalent to nearly 600 cubic meters per meter of shoreline (m3/m) along the nearly 5-kilometer (km) long barrier island. The volume density varied greatly with some beach segments widening by more than 500 m. Prior to the bypassing events, there was no beach at high tide along most of the island. The paper discusses the possible trigger for recent bypassing events and documents changes in Fripp Inlet. Channel rotation into a seawall, southerly deflection of the ebb-delta centroid, and large inputs of sand from the adjacent barrier island appear to have produced conditions promoting large releases of sand to Fripp Island. While the influx of sand has restored much of the oceanfront, full restoration of a sandy beach along the inlet margin will require a channel avulsion or realignment such that the principal erosion-causing process—ebb jet in the main channel—no longer encroaches on the seawall. A channel realignment plan developed by the authors will require upward of 1.2 million m3 of dredging under present conditions but possibly less volume in the near future because of the formation of an incipient new channel.
机译:本文提供了一个以潮汐为主的进口(美国南卡罗来纳州的弗里普湾)和邻近的屏障岛的中尺度沙土循环和体积的实例。间歇性绕过是控制该地区海岸线变化的主要过程(Gaudiano&Kana 2001)。在这种情况下,旁路的规模已被证明足以恢复沿弗里普岛的高度侵蚀的装甲海滩。在1989年至2012年之间,有270万立方米(立方米)从弗里普湾的潮汐三角洲转移到了弗里普岛的中部海滨地区。该体积约占潮汐三角洲体积的10%,提供了自然营养相当于沿着近5公里(km)长的隔离岛每米海岸线近600立方米(m3 / m)。体积密度变化很大,一些海滩段加宽了500 m以上。在绕行事件发生之前,岛上大部分地区都没有涨潮的海滩。本文讨论了近期绕过事件的可能触发器,并记录了Fripp Inlet中的更改。航道旋入海堤,埃伯河三角洲形偏心向南偏斜,以及来自相邻屏障岛的大量沙土输入似乎已产生了促使沙土大量释放到弗里普岛的条件。尽管大量沙土涌入使沿海地区恢复了生机,但沿入港边缘完全恢复沙滩将需要进行河道撕裂或重新调整,以使主要的侵蚀过程(主河道中的射流消退)不再侵蚀河道。海堤。作者拟定的河道整治计划在目前条件下将需要多达120万立方米的挖泥,但由于新的初期河道的形成,在不久的将来可能需要更少的挖泥量。

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