Revere Beach and Point of Pines, Massachusetts, Shore Front Study

Revere Beach and Point of Pines, Massachusetts, Shore Front Study
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马萨诸塞州里维尔海滩和派恩斯角海岸研究

DOI:
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发表时间:
1994
期刊:
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影响因子:
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通讯作者:
J. Mccormick
J. Mccormick
中科院分区:
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文献类型:
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作者:
W. G. Smith;J. Rosati;Stephen A Bratos;J. Mccormick

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本文描述了由海岸工程研究中心(CERC)进行的一项研究,该研究旨在确定马萨诸塞州里维尔海滩现有的粗糙海滩填充物提供的风暴防护程度,并评估海滩/沙丘系统和邻近社区松树点(POP)护岸的相对防护能力。跨岸剖面响应模型与研究中开发的爬升和溢流模块结合使用,以量化灾难性风暴事件造成的溢出量。本文介绍了关于Revere海滩和POP的海滩填充性能和沙丘系统设计的研究观察和初步结果。此外,简要回顾了Revere海滩粗填土对最近风暴事件的响应,以及为进一步开发和验证梯级和溢流模块而启动的物理模型研究。
This paper describes a study conducted by the Coastal Engineering Research Center (CERC) to determine the degree of storm protection provided by an existing coarse beach fill at Revere Beach, Massachusetts, and to evaluate the relative protective capabilities of a beach/dune system and revetment at an adjoining community, Point of Pines (POP). A cross-shore profile response model was used in conjunction with a runup and overtopping module, developed in the study to quantify overtopping volumes due to catastrophic storm events. The paper presents study observations and preliminary results pertaining to beach fill performance and dune system design at Revere Beach and POP. Additionally, response of the Revere Beach coarse fill to recent storm events is briefly reviewed, as is a physical model study initiated to further develop and verify the runup and overtopping module.