Scientific basis, engineering feasibility and system optimization of green sea dykes for temperate mud coasts: a brief overview

IF 1.6 Q4 ENVIRONMENTAL SCIENCES Anthropocene Coasts Pub Date : 2024-08-13 DOI:10.1007/s44218-024-00052-y
Qian Yu, Jianjun Jia, Shu Gao
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Abstract

Green sea dykes, also known as ecosystem-based sea dykes, represent a novel type of coastal defense consisting of both traditional structural engineering and coastal ecosystems, designed to cope with the future trends of sea level rise and intensified storms. Here we focus on the mid-latitude mud coasts (eastern China in particular), which face the most prominent risks of storm surge, storm-induced giant waves, and shoreline erosion, and summarizes the scientific basis of green sea dykes and the current status of engineering practices. We show that the basic mechanisms of nearshore wave energy dissipation include bottom friction, sediment transport, and form drag. These explain the wave damping capacity of oyster reefs and salt marshes on mud coasts. In tidal flat environments, oyster growth increases frictional resistance and even causes wave breaking; the resuspension and transport of fine-grained sediments on salt marsh beds and the movement or resistance to hydrodynamic forcing of salt marsh vegetation stems effectively dissipate wave kinetic energy, and their efficiency increases with the elevation of the bed surface. Based on the wave damping capacity of oyster reefs and salt marshes on mud coasts, ecosystem-based sea dykes are being built in combination with traditional structured sea dykes. By utilizing natural tidal flats outside the dykes or implementing artificial modification projects, a certain scale of salt marshes and/or oyster reefs can be maintained, which serve to protect the sea dykes and enhance their wave resistance functions. From the perspective of system optimization, it is necessary to further improve the efficiency and sustainability of green sea dykes under constraints such as regional environment characteristics, ecosystem health, investment capacity, and ecological resilience. Related scientific issues include the theorization of the wave damping process of salt marshes, the niche and scale control of oyster reef and salt marsh ecosystems, the establishment of engineering standards and the design of the optimal form of sea dykes.

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温带泥质海岸绿色海堤的科学依据、工程可行性和系统优化:概述
绿色海堤,又称基于生态系统的海堤,是一种由传统结构工程和海岸生态系统组成的新型海岸防御工事,旨在应对未来海平面上升和风暴加剧的趋势。在此,我们以风暴潮、风暴引起的巨浪和海岸线侵蚀风险最为突出的中纬度泥质海岸(尤其是中国东部)为重点,总结了绿色海堤的科学基础和工程实践现状。我们的研究表明,近岸波浪消能的基本机制包括底部摩擦、沉积物迁移和形态阻力。这些机制解释了牡蛎礁和泥质海岸盐沼的波浪阻尼能力。在潮汐平地环境中,牡蛎的生长会增加摩擦阻力,甚至导致破浪;盐沼床面细粒沉积物的再悬浮和运移,以及盐沼植被茎的移动或对水动力的抵抗,都能有效消散波浪动能,而且其效率随着床面的升高而提高。根据泥质海岸牡蛎礁和盐沼的消浪能力,正在结合传统的结构式海堤建造基于生态系统的海堤。通过利用堤外的天然滩涂或实施人工改造工程,可以保持一定规模的盐沼和/或牡蛎礁,起到保护海堤和增强海堤抗浪功能的作用。从系统优化的角度看,有必要在区域环境特征、生态系统健康、投资能力和生态恢复能力等约束条件下,进一步提高绿色海堤的效率和可持续性。相关科学问题包括盐沼波浪阻尼过程的理论化、牡蛎礁和盐沼生态系统的生态位和尺度控制、工程标准的建立以及海堤最优形式的设计。
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