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A brief history of headland breakwaters for shore protection in Chesapeake Bay, USA

机译:美国切萨皮克湾的岬角防波堤的简要历史

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The first private headland breakwater system in Chesapeake Bay was built in 1985 at Drummond Field on the James River in James City County, Virginia. At that time, the Virginia Institute of Marine Science (VIMS) was researching stable pocket beaches where the embayed beach morphology emulates nature. This site provided an opportunity to apply those principles, including stable bay morphology. These principles were considered somewhat extreme since no extensive breakwater system existed on private properties in Virginia for the purpose of shore protection. In order to receive the appropriate permits, the rationale for the project was that state bottomlands would be exchanged for a stable beach with grass plantings. These provided natural habitats along the shore instead of the traditional stone revetments and bulkheads. The site has exceeded expectations, in that it experienced a severe storm just months after installation and has remained intact with little or no maintenance.rnSince that time, over 100 headland breakwater systemsrnhave been installed in Chesapeake Bay, both in Virginia and Maryland, thereby providing an extensive data set for assessing performance. The design of the system establishes the minimum protective beach width (B_m) and elevation desired in stable embayed beaches which will be held by the headland breakwaters. With B_m established, breakwater length (L_B), the breakwater gap (G_B) and the bay indentation distance (M_b) are determined from, in part, the wind/wave environment. The empirically derived relationships between these parameters offer guidelines for breakwater design along the sheltered coasts of Chesapeake Bay.rnConstructing stable headland/embayed beaches for long-term shore protection can be cost-effective. The procedures developed over the years to evaluate and design headland breakwaters have been effective. The installation of these systems over the last 20 years has created a unique database. This database continues to be updated as new sites are installed, thus providing verification of performance for headland systems as sites continue to mature.
机译:切萨皮克湾的第一个私人岬角防波堤系统建于1985年,位于弗吉尼亚州詹姆斯市县詹姆斯河的德拉蒙德菲尔德。当时,弗吉尼亚海洋科学研究所(VIMS)一直在研究稳定的袋装海滩,其中隐蔽的海滩形态模仿了自然。该站点为应用这些原理(包括稳定的海湾形态)提供了机会。这些原则被认为有些极端,因为在弗吉尼亚州的私人物业上没有广泛的防波堤系统用于海岸保护。为了获得适当的许可证,该项目的理由是将州内低地交换为种植草木的稳定海滩。这些提供了沿岸的自然栖息地,而不是传统的石材护岸和舱壁。该站点超出了预期,因为它在安装后仅几个月就遭受了严重风暴,并且几乎没有维护或几乎没有维护。rn自那时以来,在弗吉尼亚州和马里兰州的切萨皮克湾已安装了100多个岬角防波堤系统,从而提供了评估绩效的广泛数据集。该系统的设计确定了由陆岬防波堤所保持的稳定的带护堤的海滩所需的最小保护海滩宽度(B_m)和标高。建立B_m后,防波堤长度(L_B),防波堤间隙(G_B)和海湾压痕距离(M_b)部分是根据风/浪环境确定的。这些参数之间的经验推导关系为切萨皮克湾避风港沿岸的防波堤设计提供了指导。为长期的海岸保护而建设稳定的岬角/嵌入式海滩可以节省成本。多年来开发的用于评估和设计岬角防波堤的程序非常有效。在过去的20年中,这些系统的安装创建了一个独特的数据库。随着安装新站点,该数据库将继续更新,因此随着站点的不断成熟,可以提供对岬角系统性能的验证。

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