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Optimising Harbour Construction Projects for Environmental Sustainability: A Hybrid Artificial Intelligence Approach

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  • Mohamed T. Elnabwy

    (Coastal Research Institute (CORI), National Water Research Centre, Alexandria 21415, Egypt
    School of Architecture and Built Environment, Northumbria University, Newcastle upon Tyne NE1 8ST, UK)

  • Mohamed ElAgroudy

    (School of Leadership, Management and Marketing, De Montfort University, Leicester LE1 9BH, UK)

  • Emad Elbeltagi

    (Department of Civil Engineering, College of Engineering, Qassim University, Buraydah 51452, Saudi Arabia)

  • Mahmoud M. El Banna

    (Coastal Research Institute (CORI), National Water Research Centre, Alexandria 21415, Egypt)

  • Ehab A. Mlybari

    (Department of Civil Engineering, College of Engineering and Architecture, Umm Al-Qura University, Makkah 24381, Saudi Arabia)

  • Hossam Wefki

    (Civil Engineering Department, Faculty of Engineering, Port Said University, Port Said 42526, Egypt)

Abstract

Harbour sedimentation represents a major challenge to the environmental sustainability and operational efficiency of coastal infrastructure, as frequent dredging activities increase maintenance costs, ecological disturbance, and carbon emissions. Conventional physical and numerical sediment transport models, while widely applied, are computationally intensive and often unsuitable for early-stage, sustainability-oriented design optimisation. To address these limitations, this study proposes a hybrid artificial intelligence-based optimisation framework integrating Artificial Neural Networks (ANNs), Genetic Algorithms (GAs), and Particle Swarm Optimisation (PSO) for sustainable breakwater and harbour layout design. Hydrodynamic simulations using the Coastal Modelling System (CMS) were conducted to generate a comprehensive dataset describing sediment transport behaviour under varying geometric and structural configurations. An ANN surrogate model was trained to capture nonlinear relationships between breakwater parameters and accumulated sedimentation volume, while GA-based global optimisation and PSO-based validation and local refinement were employed to identify optimal design solutions. Comparative assessment demonstrated consistent convergence of ANN–GA and ANN–PSO solutions within the same design region, with a maximum deviation of 8.46% between design variables and a sedimentation difference of 2.4%. The hybrid ANN–GA–PSO framework achieved the lowest predicted sedimentation volume, representing an improvement of approximately 2.3% relative to the ANN–GA baseline. The proposed framework supports Integrated Coastal Structures Management (ICSM) by enabling proactive, design-stage reduction in long-term sediment accumulation and dredging requirements, offering a scalable pathway toward sustainable and digital-twin-enabled harbour planning.

Suggested Citation

  • Mohamed T. Elnabwy & Mohamed ElAgroudy & Emad Elbeltagi & Mahmoud M. El Banna & Ehab A. Mlybari & Hossam Wefki, 2026. "Optimising Harbour Construction Projects for Environmental Sustainability: A Hybrid Artificial Intelligence Approach," Sustainability, MDPI, vol. 18(5), pages 1-26, February.
  • Handle: RePEc:gam:jsusta:v:18:y:2026:i:5:p:2162-:d:1870061
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