Seawall engineering ecological embankment and construction method

CN119221419APending Publication Date: 2024-12-31HOHAI UNIV +2
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Patent Information

Application Number
CN202411484887.6
Authority / Receiving Office
CN · China
Patent Type
Applications(China)
Current Assignee / Owner
Filing Date
2024-10-23
Publication Date
2024-12-31

AI Technical Summary

Technical Problem

The existing seawall protective surface structure is mainly hard structure, which cannot provide good space for coastal biodiversity, and the urban drainage and flood prevention capabilities are poor, so it is impossible to effectively integrate seawalls and urban municipal infrastructure.

Method used

A seawall engineering ecological embankment is designed, including a multi-stage slope protection structure and drainage system, providing suitable living environments for marine life and coastal life, while enhancing the defense capabilities of the seawall. The specific design includes seaside slope protection structure, seaside turf slope protection, multi-stage platform, wave removal platform, retaining wall and vertical drainage well. The embankment size and structural parameters are determined based on wave climbing height and tide level based on calculation methods.

Benefits of technology

Through multi-level platforms and turf slope protection, provide marine organisms with diversified habitats, improve water quality, enhance seawall defense capabilities, improve urban drainage and flood prevention capabilities, improve biodiversity, and reduce project investment costs.

✦ Generated by Eureka AI based on patent content.

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Abstract

The invention discloses a seawall engineering ecological embankment and a construction method. The embankment comprises an embankment foundation; a seawall coastal side slope protection structure and a seawall back-to-sea side slope protection structure are arranged on the two sides of the seawall foundation; a levee top structure is arranged at the top of the levee foundation; the seawall coastal side slope protection structure comprises a first-stage levee slope and a middle platform. A wave dissipation platform or a second-stage levee slope is arranged between the middle platform and the levee top structure; retaining walls are arranged on the two sides of the wave dissipation platform; a drainage ditch is arranged on the levee top structure; a turf protection slope is arranged on the seawall back-to-sea side protection slope; a suitable living environment is provided for marine organisms and coastal zone organisms, and meanwhile the defense capacity of the seawall for resisting tidal flood disasters is enhanced.
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Citation Information

Cited By

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