CONCEPTUALIZATION OF SUBMERGED STRUCTURES AS TSUNAMI BARRIER

Authors

  • Bahman Esfandiar Jahromi Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310 Johor Bahru, Johor, Malaysia
  • Faridah Jaffar Sidek Coastal and Offshore Engineering Institute, Universiti Teknologi Malaysia International Campus, Jalan Semarak, 54100 Kuala Lumpur, Malaysia

DOI:

https://doi.org/10.11113/mjce.v22.15794

Keywords:

Tsunami, STWAVE, submerged breakwater, SMS Model, Penang Island

Abstract

On December 26, 2004 a devastating tsunami struck the west coast of peninsular malaysia. The island of penang was one of the places that suffered from the disaster. Fifty seven people died in this area when most of them were enjoying their time on the beach. Many home appliances, several boats and fishing equipments were also destroyed in the area. In order to prevent similar damages from a possible recurring tsunami event, the steady-state spectral wave (stwave) model of surface water modelling system (sms) has been used to design a nearshore barrier to dissipate the tsunami wave energy in this study. The december 2004 tsunami was used as a reference case. Nearshore tsunami wave amplitude was obtained from field surveying data conducted on july 9-10, 2005. Whilst, offshore tsunami wave height and direction have been acquired from an output of tunami-n2 program. The model which has been calibrated against field survey data showed good agreement. Several breakwater layouts were simulated in the stwave model to derive an optimal configuration which could dissipate the tsunami wave energy before it reaches the penang island shoreline. From analysis made, it was found that eleven layouts reduced the tsunami wave heights by more than 70%. After extensive evaluation, breakwater layout number 39 was selected as the optimized layout showing the efficiency to reduce wave energy by 83%. At this efficiency, a wave height of 1.02 meter would impact the shoreline should a 6.0 m tsunami wave was made to propagate from offshore.

References

Edward P.J.K., Terazaki M., Yamaguchi M. (2006). The impact of tsunami in coastal areas: Coastal protection and disaster prevention measures; experiences from Japanese coasts, Coastal Marine Sciences 30(2):414-424.

Harada K. and Imamura F. (2005). Effects of Coastal Forest on Tsunami Hazard Mitigation-A Preliminary Investigation. In Satake k. (Ed) Tsunamis, case studies and recent developments. Netherlands, Springer

Haraishi T. and Harada K. (2003). Greenbelts Tsunami Prevention In South-Pacific Region. REPORT OF THE PORT AND AIRPORT RESEARCH INSTITUTE. Vol.42,No.2

Komoo I. and Othman M. (2006). The 26.12.04 Tsunami Disaster in Malaysia, an Environmental, Socio-Economic and Community Well-Being Impact Study, University Kebangsan Malaysia.

Pilarczyk K.W. (2003). Design of Low-Crested (Submerged) Structures-An Overview, 6th International Conference on Coastal and Port Engineering in Developing Countries, Colombo, Sri Lanka.

Prions P. et al (2004). Low-Crested Structures: Boussinesq Modeling of Waves Propagation, In Zimmermann C. et al. (Eds), Environmental Friendly Coastal Protection, Netherlands: Springer.

Rajendran N. (2005). History of Tsunami in Ramasamy SM. et al (Eds) Geomatics in Tsunami. New Delhi, New Indian Publishing agency (2006)

Yalciner A.C. et al (2005). December 26, 2004 Indian Ocean Tsunami Field Survey at North West Peninsular Malaysia Coast, Penang and Langkawi Island

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Published

2018-06-04

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Section

Articles

How to Cite

CONCEPTUALIZATION OF SUBMERGED STRUCTURES AS TSUNAMI BARRIER. (2018). Malaysian Journal of Civil Engineering, 22(1). https://doi.org/10.11113/mjce.v22.15794