A platform for research: civil engineering, architecture and urbanism
Performance Characteristics of a Submerged Semicircular Breakwater Exposed to Regular Waves: An Experimental Study
Many mangrove replanting programs fail due to the drifting of the mangrove sapling by waves and coastal currents soon after the replanting. Hence, adequate wave protection for the mangrove planting site is required to enhance the survivability rates of the newly planted saplings. A small scaled modular submerged semicircular breakwater (SBW) is perceived to be a viable option to provide the required level of wave protection to mangroves. The study is set to investigate wave transmission, reflection, and energy loss by a SBW subjected to different immersion depths under a regular wave environment via physical modelling. The SBW model was tested in a wave flume and was subjected to relative immersion depth, i.e., a ratio of water depth to the height of the SBW, of 1.00 and 1.33, and wave steepness ranging from 0.02 to 0.06. The alternatively submerged SBW was found to be an effective breakwater design to provide the required level of wave tranquility to various coastal applications.
Performance Characteristics of a Submerged Semicircular Breakwater Exposed to Regular Waves: An Experimental Study
Many mangrove replanting programs fail due to the drifting of the mangrove sapling by waves and coastal currents soon after the replanting. Hence, adequate wave protection for the mangrove planting site is required to enhance the survivability rates of the newly planted saplings. A small scaled modular submerged semicircular breakwater (SBW) is perceived to be a viable option to provide the required level of wave protection to mangroves. The study is set to investigate wave transmission, reflection, and energy loss by a SBW subjected to different immersion depths under a regular wave environment via physical modelling. The SBW model was tested in a wave flume and was subjected to relative immersion depth, i.e., a ratio of water depth to the height of the SBW, of 1.00 and 1.33, and wave steepness ranging from 0.02 to 0.06. The alternatively submerged SBW was found to be an effective breakwater design to provide the required level of wave tranquility to various coastal applications.
Performance Characteristics of a Submerged Semicircular Breakwater Exposed to Regular Waves: An Experimental Study
Ali Hamood Al-Towayti Faris (author) / Hee Min Teh (author)
2024
Article (Journal)
Electronic Resource
Unknown
Metadata by DOAJ is licensed under CC BY-SA 1.0
Performance of a perforated submerged semicircular breakwater due to non-breaking waves
SAGE Publications | 2012
|Performance of a perforated submerged semicircular breakwater due to non-breaking waves
Online Contents | 2012
|Hydrodynamic Characteristics of a Free-Surface Semicircular Breakwater Exposed to Irregular Waves
British Library Online Contents | 2012
|Hydrodynamic Characteristics of a Free-Surface Semicircular Breakwater Exposed to Irregular Waves
Online Contents | 2012
|OBLIQUE IRREGULAR WAVES LOAD ON SEMICIRCULAR BREAKWATER
Online Contents | 2005
|