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Strategic nearshore placement of dredged sediment at Vilano Beach, Florida

机译:佛罗里达维拉诺海滩疏沉积物的战略近岸布置

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摘要

Nearshore placement is becoming an increasingly utilized method for the beneficial use of dredged material from operations and maintenance dredging of navigation channels. It is important to have an understanding of what happens to sediment once it is placed in the nearshore. To that end, the U.S. Army Engineer Research and Development Center created the Sediment Mobility Tool (SMT) to estimate frequency of sediment mobility and general transport direction. During the summer of 2015, sediment dredged from the St. Augustine Inlet ebb and flood shoals and the Atlantic Intracoastal Waterway was placed in the nearshore of Vilano Beach, Florida. The site was monitored using topo-bathymetric surveys, the Radar Inlet Observing System (RIOS), and camera arrays to help quantify morphologic evolution of the nearshore berms. The Coastal Modeling System was used to qualitatively evaluate changes in the hydrodynamic conditions of the study area due to the placement of the material in the nearshore. The SMT calculated that sediment would mobilize frequently (under approximately 93%-99% of the waves), and migrate onshore with a predominantly southerly alongshore component. The CMS model predicted onshore migration with diffusion in the longshore. The RIOS bathymetric data showed that the CMS model predictions were true, and both were consistent with the SMT results. Additionally based on the camera arrays and the surveys, the CMS model correctly predicted that the presence of the berms caused waves to break further offshore, resulting in the formation of salients along the shoreline.
机译:近岸放置正在成为一种越来越有用的方法,用于对航道的运营和维护进行疏the而有益地利用疏material材料。了解沉积物一旦放置在近岸后会发生什么,这一点很重要。为此,美国陆军工程师研究与开发中心创建了泥沙迁移工具(SMT),以估算泥沙迁移的频率和总体运输方向。 2015年夏季,沉积物从圣奥古斯丁湾落潮和洪水浅滩疏dr开来,大西洋内陆航道被放置在佛罗里达州维拉诺海滩的近岸。该站点使用拓扑测深法调查,雷达入口观测系统(RIOS)和摄像机阵列进行监视,以帮助量化近岸护堤的形态演变。沿海建模系统用于定性评估研究材料在近岸放置的水动力条件的变化。 SMT计算得出,沉积物会频繁地动员(大约占海浪的93%-99%以下),并以主要向南的沿海成分迁移到岸上。 CMS模型预测了近岸扩散引起的陆上迁移。 RIOS测深数据表明CMS模型的预测是正确的,并且两者均与SMT结果一致。另外,基于摄像机阵列和勘测,CMS模型正确地预测到,堤坝的存在会导致海浪进一步在海上破裂,从而导致沿海岸线形成凸角。

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  • 来源
    《Shore and beach》 |2017年第3期|77-84|共8页
  • 作者单位

    U.S. Army Corps of Engineers, Coastal Hydraulics Laboratory, 3909 Halls Ferry Road, Vicksburg, MS 39180;

    U.S. Army Corps of Engineers, Coastal Hydraulics Laboratory, 3909 Halls Ferry Road, Vicksburg, MS 39180;

    U.S. Army Corps of Engineers, Coastal Hydraulics Laboratory, 3909 Halls Ferry Road, Vicksburg, MS 39180;

    U.S. Army Corps of Engineers, Coastal Hydraulics Laboratory, 3909 Halls Ferry Road, Vicksburg, MS 39180;

    U.S. Army Corps of Engineers, Portland District;

    U.S. Army Corps of Engineers, Jacksonville District;

    U.S. Army Corps of Engineers, Galveston District;

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  • 正文语种 eng
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