Journal of Tropical Oceanography ›› 2022, Vol. 41 ›› Issue (4): 1-19.doi: 10.11978/YG2021002CSTR: 32234.14.YG2021002

• Review • Previous Articles     Next Articles

Green sea dykes: an overview of their principles of sediment, geomorphology and ecosystem dynamics

GAO Shu1(), JIA Jianjun2, YU Qian1   

  1. 1. Ministry of Education Key Laboratory of Coastal and Island Development, School of Geographic and Oceanographic Sciences, Nanjing 210023, China
    2. State Key Laboratory of Estuarine and Coastal Research, East China Normal University, Shanghai 200241, China
  • Received:2021-08-03 Revised:2021-09-11 Online:2022-07-10 Published:2021-10-11
  • Contact: GAO Shu E-mail:shugao@nju.edu.cn
  • Supported by:
    Key Project of National Natural Science Foundation of China(41530962);Key Consultancy Study of the Shanghai Decision Making Advisory Committee(2020-5)

Abstract:

Green sea dyke represents a new concept of coastal defense, which combines traditional engineering structure with coastal ecosystem, to cope with the future trend of sea level rise and storm intensification. Before its application, however, the feasibility of such a system must be tested for low-lying coastal areas, where the risk of storm surge, storm-induced waves and shoreline erosion is greatest. The major issue is associated with the process of wave attenuation by the ecosystem and the way of using the ecosystem within the sea dyke system. For many years, wave energy dissipation has been an important research field for tidal flats, a typical environment of low-lying coasts, as well as beaches and rocky coast environments. Theoretical analysis, field observation and physical-mathematical modelling show that the coastal ecosystem indeed plays a significant role in wave energy dissipation: (1) resuspension and fluid mud movement dominate over bed friction in the mud area, in terms of wave height reduction; (2) wave attenuation occurs due to bed friction and bedload transport on the silt-sand flat at the lower part of the tidal flat, while on the upper mudflat it is caused mainly by re-suspension and suspended, fine-grained sediment transport; (3) in the vegetated ecosystems such as salt marsh, mangrove and seagrass beds, the efficiency of plants in reducing flow velocity and dissipating wave energy is higher than that of bare flats, due to plant morphological resistance and stem movement; and (4) wave attenuation is high when passing through biological reefs (e.g., coral and oyster reefs), especially during storms, with bed surface friction and wave breaking being the major mechanisms. Although the wave attenuation theory has been established, the optimization of the way the ecosystem is used within the sea dyke system requires further investigations, especially the techniques of ecological niche reconstruction on eroding coasts and the design of the sea dyke to improve structure safety. The relevant scientific problems include: adaptive biology for salt marsh plants and oysters in conjunction with hard engineering; stability of ecosystem in response to future environmental change; spatial configuration of ecosystem in the green sea dyke and the match between the ecosystem life cycle and the temporal scales of storm events; and the optimization of the sea dyke configuration, on the basis of the equilibrium coastal profile theory.

Key words: coastal defense, tidal flats, salt-marshes, biological reefs, wave energy dissipation, ecological restoration, optimum sea dyke configuration

CLC Number: 

  • P754.1