Hybrid Coastal Protection Model: Sharp-Faced Offshore Wave Energy Dissipation Coupled with Bio-Shield Ecosystem Restoration
Year: 2026
Type: preprint
Abstract: Title: Hybrid Coastal Protection Model: Sharp-Faced Offshore Wave Energy Dissipation Coupled with Bio-Shield Ecosystem RestorationAuthor: Nguyen PhongSubject Classification: Coastal Engineering, Fluid Dynamics, Nature-Based Solutions (NbS), Climate Adaptation Infrastructure 1. Executive Summary & Problem StatementTraditional coastal protection relies heavily on passive "direct confrontation" structures—primarily vertical concrete seawalls and massive riprap revetments. While structurally robust, these traditional designs exhibit severe technical and financial limitations:- Hydraulic Failure Mechanisms: Flat-faced vertical structures reflect incident wave energy directly back into the water column, generating intense localized turbulence and bottom scour.- Prohibitive Lifecycle Costs: Hard infrastructure requires capital expenditures ranging from $30M to $60M per kilometer, with annual maintenance costs consuming 3-5% of initial capital.- Limitations of Pure Nature-Based Solutions (NbS): Standalone mangrove reforestation projects suffer high seedling mortality rates (60-85%) in high-energy wave environments. 2. Core Technical Mechanics: The Sharp-Face PrincipleThe proposed solution replaces passive energy resistance with active dynamic flow splitting at the fluid interface.- Hydraulic Splitting: The sharp leading edge acts as a mechanical wedge, penetrating the wave crest and severing internal water molecular cohesion at the moment of impact.- Directional Vector Redirection: Incident vector forces are deflected laterally sideways rather than reflected 180° backward.- Energy Dissipation Range: The offshore low-profile barrier attenuates 60% to 70% of peak kinetic wave energy through distributed sliding friction, entirely eliminating localized foundation scour. 3. Two-Tiered Hybrid Engineering-Ecological Synergy- Layer 1 (Offshore Low-Profile Buffer): Staggered, multi-layered triangular breakwaters (0.5-1m height) absorb the primary shock of open-ocean waves, creating a calm "hydrodynamic nursery zone" on their leeward side.- Layer 2 (Biological Buffer): Within the sheltered zone, mangrove saplings reach maturity with high survival rates (>90%), further dissipating remaining wave run-up energy. 4. Quantitative Performance & Comparative Analysis- Capital Cost (USD/km): $5,000,000 - $15,000,000 (significantly lower than traditional seawalls).- Annual Maintenance: 0.5% - 1.0% of CapEx.- Wave Energy Attenuation: 90% - 95% (Combined System).- Scour Vulnerability: Zero Base Scour. 5. Conclusion & Strategic ApplicationThe Sharp-Faced Hybrid Model establishes a scalable, cost-effective infrastructure paradigm tailored for vulnerable tropical and sub-tropical coastal corridors, bridging the technical gap between rigid civil engineering and nature-based coastal protection.
Author: Nguyễn Phong
Language: English
Topic: Coastal and Marine Dynamics
Subfield: Earth-Surface Processes
Field: Earth and Planetary Sciences
Domain: Physical Sciences
Open Access status: green
OpenAlex ID: W7225815493
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