Coastal Engineering Proceeding.įrigaard, P. The Measurement of Incident and Reflected Spectra Using a Least Squares Method. 416-422.Ĭoastal Engineering Research Center (CERC). Colonization of Marine Epibiota around WABCORE Artificial Reef at Panuba Bay, Tioman Island, Malaysia. 1-218.įauzi, M., Ang S., Saiful B., and Kamarul H. Universiti Kebangsaan Malaysia, Malaysia. Pemodelan Fizikal Penentuan Lesapan Tenaga Ombak Struktur WABCORE. International Refereed Journal of Engineering and Science (IRJES). Wave Transmission on Submerged Breakwater with Interlocking D-Block Armor.
Proceedings, Annual Conference-Canadian Society for Civil Engineering.
Wave Transmission on Submerged Breakwaters Made of Hollow Hemispherical Shape Artificial Reefs. Journal of Marine, Science and Technology. Experimental Study of Wave Breaking Criteria and Energy Loss Caused by a Submerged Porous Breakwater on Horizontal Bottom. Wave Transmission at Submerged Rubblemound Breakwaters. Wave Transmission at Low-crested Structures. Wave Transmission and Reflection at Low-crested Structures: Design Formulae, Oblique Wave Attack and Spectral Change. W., Briganti, R., Zanuttigh, B., Wang, B. Performance Characteristics of Submerged Breakwaters. Florida Institute of Technology.ĭattatri, J., Raman, H., and Shankar, N. Re-evaluation of Wave Transmission Coefficients for Submerged Breakwater Physical Models. RM90 Juta Tangani Hakisan Pantai Mengabang Telipot. €˜Izzat Na’im Ibrahim, Department of Civil Engineering, Faculty of Engineering, Universiti Putra Malaysia, Serdang, Malaysiaĭ’Angremond and Roode. This study concludes that WABCORE is capable to dissipate wave energy. The transmission coefficient, KT derived from this study can be equated as  , valid for certain ranges. The effect of relative top crest width is insignificant as the freeboard increases. This is due to the fact that higher relative freeboard contains greater wave energy and hard to dissipate. Moreover wave transmission increases as relative freeboard increases. In general, as wave steepness increases, the wave transmissions decrease. 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. The main objective of this paper is to determine the wave transmission coefficient of an improved submerged breakwater called WABCORE. Submerged breakwaters, WABCORE, wave transmission coefficient, wave steepness, relative freeboard, relative top crest width Abstract Hydraulic and Instrumentation Lab, National Hydraulic Research Institute of Malaysia, Seri Kembangan, Malaysia Department of Civil Engineering, Faculty of Engineering, Universiti Putra Malaysia, Serdang, Malaysia
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