THE PERFORMANCE OF NARROW AND BROAD-CRESTED SUBMERGED BREAKWATERS IN DISSIPATING WAVE HEIGHTS

Authors

  • ‘Izzat Na’im Ibrahim Department of Civil Engineering, Faculty of Engineering, Universiti Putra Malaysia, Serdang, Malaysia
  • Mohd Shahrizal Ab Razak Department of Civil Engineering, Faculty of Engineering, Universiti Putra Malaysia, Serdang, Malaysia
  • Badronissa Yusof Department of Civil Engineering, Faculty of Engineering, Universiti Putra Malaysia, Serdang, Malaysia
  • Safari Mat Desa Hydraulic and Instrumentation Lab, National Hydraulic Research Institute of Malaysia, Seri Kembangan, Malaysia

DOI:

https://doi.org/10.11113/jt.v82.13974

Keywords:

Submerged breakwaters, WABCORE, wave transmission coefficient, wave steepness, relative freeboard, relative top crest width

Abstract

The main objective of this paper is to determine the wave transmission coefficient of an improved submerged breakwater called WABCORE. The objective is further explored to assess the effect of various parameters such as wave steepness, Hi/L, relative freeboard, R/d, and relative width of the top crest, B/L on wave transmission coefficient, KT. In general, as wave steepness increases, the wave transmissions decrease. Moreover wave transmission increases as relative freeboard increases. This is due to the fact that higher relative freeboard contains greater wave energy and hard to dissipate. As B/L increases, KT decreases. The effect of relative top crest width is insignificant as the freeboard increases. The transmission coefficient, KT derived from this study can be equated as  , valid for certain ranges. This study concludes that WABCORE is capable to dissipate wave energy.

Author Biography

  • ‘Izzat Na’im Ibrahim, Department of Civil Engineering, Faculty of Engineering, Universiti Putra Malaysia, Serdang, Malaysia
    Postgraduate student, Department of Civil Engineering, Universiti Putra Malaysia

References

d’Angremond and Roode. 2004. Breakwaters and Closure Dams. CRC Press. 6-7.

Ibrahim, I. N., Ab Razak, M. S.,and Safari, M. D. 2018. A Short Review of Submerged Breakwaters. MATEC Web Conf. 203 (2018) 01005.

15% of Coastline Being Eroded. The Star Online. 2017. Retrieved from https://www.thestar.com.my/news/nation/2017/12/18/15-of-coastline-being-eroded-dr-wan-junaidi-rm90mil-allocated-for-erosion-control-project/.

Aslina Abu Bakar. RM90 Juta Tangani Hakisan Pantai Mengabang Telipot. Berita Harian Online. 2017. Retrieved from https://www.bharian.com.my/berita/wilayah/2017/12/365429/rm90-juta-tangani-hakisan-pantai-mengabang-telipot.

Friebel H. C. 2000. Re-evaluation of Wave Transmission Coefficients for Submerged Breakwater Physical Models. Florida Institute of Technology.

Dattatri, J., Raman, H., and Shankar, N. 1978. Performance Characteristics of Submerged Breakwaters. Coastal Engineering Proceedings. 1(16).

van der Meer, J. W., Briganti, R., Zanuttigh, B., Wang, B. 2005. Wave Transmission and Reflection at Low-crested Structures: Design Formulae, Oblique Wave Attack and Spectral Change. Coastal Engineering. 52: 915-929.

d'Angremond, K., Van Der Meer, J., & De Jong, R. 1996. Wave Transmission at Low-crested Structures. Coastal Engineering Proceedings. 1(25): 2418-2427.

Seabrook, S., & Hall, K. 1998. Wave Transmission at Submerged Rubblemound Breakwaters. Coastal Engineering Proceedings. 1(26): 2000-2013.

Liao, Y. C., Jiang, J. H., Wu, Y. P., Lee, C. P. 2013. Experimental Study of Wave Breaking Criteria and Energy Loss Caused by a Submerged Porous Breakwater on Horizontal Bottom. Journal of Marine, Science and Technology. 21(1): 35-41.

Armono, H. D. and Hall, K. R. 2004. Wave Transmission on Submerged Breakwaters Made of Hollow Hemispherical Shape Artificial Reefs. Proceedings, Annual Conference-Canadian Society for Civil Engineering. 2003.

Hamdani, Trihatmodjo B., Suharyanyo. 2015. Wave Transmission on Submerged Breakwater with Interlocking D-Block Armor. International Refereed Journal of Engineering and Science (IRJES). 4(6): 35-44

Safari, M. D. 2017. Pemodelan Fizikal Penentuan Lesapan Tenaga Ombak Struktur WABCORE. PhD Thesis. Universiti Kebangsaan Malaysia, Malaysia. 1-218.

Fauzi, M., Ang S., Saiful B., and Kamarul H. 2013. Colonization of Marine Epibiota around WABCORE Artificial Reef at Panuba Bay, Tioman Island, Malaysia. ICESD 2013: January 19-20, Dubai, UAE, 5. 416-422.

Coastal Engineering Research Center (CERC). 1984. Shore Protection Manual. US Army Corps of Engineers (USACE). 7-62.

Mansard, E. P. D. and Funke, E. R. 1980. The Measurement of Incident and Reflected Spectra Using a Least Squares Method. Coastal Engineering Proceeding.

Frigaard, P. and Brorsen, M. 1995. A Time-domain Method for Separating Incident and Reflected Waves. Coastal Engineering. 24(3-4): 205-215.

Gronbech, J., Jensen, T., and Andersen, H. 1996. Reflection Analysis with Separation of Cross Modes. Coastal Engineering Proceedings. 1(25): 968-980.

Andersen, T. L. and Eldrup, M. R. 2017. WaveLab 3 User Manual. Aalborg.

Yuliastuti, D. I. and Hashim, A. M. 2011. Wave Transmission on Submerged Rubble Mound Breakwater Using L-Blocks. 2nd International Conference on Environmental Science and Technology. IPCBEE vol. 6. LACSIT Press, Singapore.

Downloads

Published

2020-04-06

Issue

Section

Science and Engineering

How to Cite

THE PERFORMANCE OF NARROW AND BROAD-CRESTED SUBMERGED BREAKWATERS IN DISSIPATING WAVE HEIGHTS. (2020). Jurnal Teknologi (Sciences & Engineering), 82(3). https://doi.org/10.11113/jt.v82.13974