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Application of Numerical Modelling to Assess Wave Conditions in the Port and Wave-Induced Port Downtime

Received: 24 July 2022    Accepted: 2 September 2022    Published: 8 September 2022
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Abstract

Port infrastructures are strategic for local, regional and global economic growth and development. They play a crucial role as transportation hubs and gateways for the vast majority of goods transported around the world, linking local and national supply chains to global markets. Any significant disruption in the logistics of ports can have significant economic implications. Wave heights are the most crucial weather elements that affect port operations and result in inoperative hours. Therefore, it is of great importance to assess the wave conditions in the port and eventually evaluate the wave-induced operational downtime of the port. This study uses numerical wave modelling, including spectral wave model and Boussinesq wave model, to analyze the wave conditions in the port, and subsequently derive the wave-induced operational downtime assessed against the limiting wave height standard. Spectral and Boussinesq wave models are respectively used to simulate the wave transformation from deep sea to shallow water and wave agitation in the port basin in consideration of a variety of incident wave conditions. The transfer functions between various incident wave conditions and the wave heights in the port basin are then derived using multi-variable interpolation. Finally, the incident wave time series are transferred to the wave height time series at berths, based on which the port downtime is calculated via statistical analysis.

Published in Journal of Water Resources and Ocean Science (Volume 11, Issue 2)
DOI 10.11648/j.wros.20221102.13
Page(s) 38-47
Creative Commons

This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited.

Copyright

Copyright © The Author(s), 2024. Published by Science Publishing Group

Keywords

Numerical Wave Simulation, Spectral Wave Model, Boussinesq Wave Model, Transfer Function, Port Downtime

References
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[3] PIANC, 1995. Criteria for Movements of Moored Ships in Harbours: A Practical Guide. Permanent International Association of Navigation Congresses. Permanent Technical Committee II. Working Group 24, Brussels, Belgium.
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[15] Komen, G. J., Cavaleri, L., Doneland, M., Hasselmann, K., Hasselmann, S., Janssen, P. A. E. M., 1994. Dynamics and Modelling of Ocean Waves. Cambridge University Press, UK.
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[17] Madsen, P. A., Murray, R., Sørensen, O. R, 1991. A new form of the Boussinesq equations with improved linear dispersion characteristics. Coastal Engineering 15 (4), 371-388.
[18] Madsen, P. A., Sørensen, O. R., 1992. A new form of the Boussinesq equations with improved linear dispersion characteristics. Part 2. A slowly-varying bathymetry. Coastal Engineering 18 (3-4), 183-204.
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  • APA Style

    Li Weiyi, Sun Yabin, Wang Kehua, Zhang Jun. (2022). Application of Numerical Modelling to Assess Wave Conditions in the Port and Wave-Induced Port Downtime. Journal of Water Resources and Ocean Science, 11(2), 38-47. https://doi.org/10.11648/j.wros.20221102.13

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    ACS Style

    Li Weiyi; Sun Yabin; Wang Kehua; Zhang Jun. Application of Numerical Modelling to Assess Wave Conditions in the Port and Wave-Induced Port Downtime. J. Water Resour. Ocean Sci. 2022, 11(2), 38-47. doi: 10.11648/j.wros.20221102.13

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    AMA Style

    Li Weiyi, Sun Yabin, Wang Kehua, Zhang Jun. Application of Numerical Modelling to Assess Wave Conditions in the Port and Wave-Induced Port Downtime. J Water Resour Ocean Sci. 2022;11(2):38-47. doi: 10.11648/j.wros.20221102.13

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  • @article{10.11648/j.wros.20221102.13,
      author = {Li Weiyi and Sun Yabin and Wang Kehua and Zhang Jun},
      title = {Application of Numerical Modelling to Assess Wave Conditions in the Port and Wave-Induced Port Downtime},
      journal = {Journal of Water Resources and Ocean Science},
      volume = {11},
      number = {2},
      pages = {38-47},
      doi = {10.11648/j.wros.20221102.13},
      url = {https://doi.org/10.11648/j.wros.20221102.13},
      eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.wros.20221102.13},
      abstract = {Port infrastructures are strategic for local, regional and global economic growth and development. They play a crucial role as transportation hubs and gateways for the vast majority of goods transported around the world, linking local and national supply chains to global markets. Any significant disruption in the logistics of ports can have significant economic implications. Wave heights are the most crucial weather elements that affect port operations and result in inoperative hours. Therefore, it is of great importance to assess the wave conditions in the port and eventually evaluate the wave-induced operational downtime of the port. This study uses numerical wave modelling, including spectral wave model and Boussinesq wave model, to analyze the wave conditions in the port, and subsequently derive the wave-induced operational downtime assessed against the limiting wave height standard. Spectral and Boussinesq wave models are respectively used to simulate the wave transformation from deep sea to shallow water and wave agitation in the port basin in consideration of a variety of incident wave conditions. The transfer functions between various incident wave conditions and the wave heights in the port basin are then derived using multi-variable interpolation. Finally, the incident wave time series are transferred to the wave height time series at berths, based on which the port downtime is calculated via statistical analysis.},
     year = {2022}
    }
    

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  • TY  - JOUR
    T1  - Application of Numerical Modelling to Assess Wave Conditions in the Port and Wave-Induced Port Downtime
    AU  - Li Weiyi
    AU  - Sun Yabin
    AU  - Wang Kehua
    AU  - Zhang Jun
    Y1  - 2022/09/08
    PY  - 2022
    N1  - https://doi.org/10.11648/j.wros.20221102.13
    DO  - 10.11648/j.wros.20221102.13
    T2  - Journal of Water Resources and Ocean Science
    JF  - Journal of Water Resources and Ocean Science
    JO  - Journal of Water Resources and Ocean Science
    SP  - 38
    EP  - 47
    PB  - Science Publishing Group
    SN  - 2328-7993
    UR  - https://doi.org/10.11648/j.wros.20221102.13
    AB  - Port infrastructures are strategic for local, regional and global economic growth and development. They play a crucial role as transportation hubs and gateways for the vast majority of goods transported around the world, linking local and national supply chains to global markets. Any significant disruption in the logistics of ports can have significant economic implications. Wave heights are the most crucial weather elements that affect port operations and result in inoperative hours. Therefore, it is of great importance to assess the wave conditions in the port and eventually evaluate the wave-induced operational downtime of the port. This study uses numerical wave modelling, including spectral wave model and Boussinesq wave model, to analyze the wave conditions in the port, and subsequently derive the wave-induced operational downtime assessed against the limiting wave height standard. Spectral and Boussinesq wave models are respectively used to simulate the wave transformation from deep sea to shallow water and wave agitation in the port basin in consideration of a variety of incident wave conditions. The transfer functions between various incident wave conditions and the wave heights in the port basin are then derived using multi-variable interpolation. Finally, the incident wave time series are transferred to the wave height time series at berths, based on which the port downtime is calculated via statistical analysis.
    VL  - 11
    IS  - 2
    ER  - 

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Author Information
  • CCCC-FHDI Engineering Co., Ltd., Guangzhou City, China

  • CCCC-FHDI Engineering Co., Ltd., Guangzhou City, China

  • CCCC-FHDI Engineering Co., Ltd., Guangzhou City, China

  • CCCC-FHDI Engineering Co., Ltd., Guangzhou City, China

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