{"title":"Potential Multi-Function Cylinder as Wave Attenuator","authors":"N. Awang, N. Anuar, F. Sidek","doi":"10.4172/2473-3350.1000460","DOIUrl":null,"url":null,"abstract":"An experimental investigation, conducted in unidirectional waves with different wave conditions and model configurations were conducted to assess the wave energy loss on cylinder obstacles. This study presents a significant finding on porous cylindrical model. The basic concept of porous cylinder breakwater is to serve as a pervious barrier where particle movements are more which is more environmental friendly and allow the passage of tidal currents with least disturbance where littoral drift is predominant. For the study, Two sizes of cylinder were used, 100 mm and 200 mm with four different porosities ranging from 0.0625 to 0.48 respectively. The influences of water level, wave steepness, wave number and porosities were studied. The test results shown that when the percentage of porosity decreased, more wave energy was dissipated, this resulted in the decrease in transmitted wave heights. Furthermore, it was also found that lower water level has a significant influence on the loss coefficient at bigger model size with El being more than 0.60 at a water level 0.27 m compared to El being less than 0.40 at water level 0.35 m for similar porosity. Overall, the bigger model (single or double cylinder) with lower porosity (P=6.25% and 14%) showed promising performance in reducing wave height at the lee of the model, having high percentage of wave energy loss, and smaller model has been found to be the least effective wave attenuator model to the same environments among all three models. In a way, cylindrical structure being porous could potentially be used together or alone as a wave dampening structure at mangrove sapling replanting coastal area and/or artificial reefs for fish breeding ground.","PeriodicalId":37892,"journal":{"name":"Journal of Integrated Coastal Zone Management","volume":"25 1","pages":"1-8"},"PeriodicalIF":0.0000,"publicationDate":"2018-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Journal of Integrated Coastal Zone Management","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.4172/2473-3350.1000460","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0
Abstract
An experimental investigation, conducted in unidirectional waves with different wave conditions and model configurations were conducted to assess the wave energy loss on cylinder obstacles. This study presents a significant finding on porous cylindrical model. The basic concept of porous cylinder breakwater is to serve as a pervious barrier where particle movements are more which is more environmental friendly and allow the passage of tidal currents with least disturbance where littoral drift is predominant. For the study, Two sizes of cylinder were used, 100 mm and 200 mm with four different porosities ranging from 0.0625 to 0.48 respectively. The influences of water level, wave steepness, wave number and porosities were studied. The test results shown that when the percentage of porosity decreased, more wave energy was dissipated, this resulted in the decrease in transmitted wave heights. Furthermore, it was also found that lower water level has a significant influence on the loss coefficient at bigger model size with El being more than 0.60 at a water level 0.27 m compared to El being less than 0.40 at water level 0.35 m for similar porosity. Overall, the bigger model (single or double cylinder) with lower porosity (P=6.25% and 14%) showed promising performance in reducing wave height at the lee of the model, having high percentage of wave energy loss, and smaller model has been found to be the least effective wave attenuator model to the same environments among all three models. In a way, cylindrical structure being porous could potentially be used together or alone as a wave dampening structure at mangrove sapling replanting coastal area and/or artificial reefs for fish breeding ground.
期刊介绍:
Journal of Integrated Coastal Zone Management / Revista de Gestão Costeira Integrada is a peer-reviewed international journal that publishes articles dealing with all the subjects related to coastal zones and their management, namely focused on coastal oceanography (physical, geological, chemical, biological), engineering, economy, sedimentology, sociology, ecology, history, pollution, laws, biology, anthropology, chemistry, politics, etc. Published papers present results from both fundamental as well as applied, or directed research. Emphasis is given to results on interdisciplinary contributions, on management tools and techniques, on innovative methodological or technical developments, on items with wide general applicability, and on local or regional experiments that can be a source of inspirations to other regions. Journal of Integrated Coastal Zone Management is focused on coastal environments what means that embraces a wide area that extends from an indefinite distance inland to an indefinite limit seaward. Paleoenvironments, ancient shorelines, historical occupation, diachronically analysis and legislation evolution are some subjects considered to fall within the purview of the journal as well.