EFEK MANGROVE TERHADAP PEREDAMAN ENERGI GELOMBANG

Riska Yanti, Pou Anda, Muliddin Muliddin
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Abstract

The research was conducted in Malalanda Village and Linsowu Village, North Buton Regency in November 2021 by collecting primary data (interviews and direct measurements in the field) and processing secondary data to determine the role of mangroves in reducing wave energy based on mangrove conditions (density, thickness and diameter of mangrove trunks). ) using the Thaha Method (2001). Wave conditions in the Kulisusu Bay area are predicted using wind data from the Beto Ambari Bau-Bau BMKG Station followed by predictions of the height and depth of the breaking waves. Changes in shoreline at two research stations that have different coastal protection (dykes and mangrove forests) were analyzed using ArcGIS 10.3 software and then expressed changes in shoreline in quantitative units. Based on the results of the analysis, it was found that the maximum wave height in the study area ranged from 2.27 m – 3.9 m with a maximum breaking wave height of 2.50 m and 3.57 m at a depth of 1.07 m – 3.15 m at a distance of 100 m to 200 m. The change in shoreline is greater at station 2, which is 6.48 m, and the condition of the mangrove forest at the research station has a thickness of 65.61 m and a porosity of 0.72 capable of damping waves with values ranging from 26.424% - 99.98%.Keywords: wave, mangrove, wave attenuation
红树林对波能减弱的影响
研究于2021年11月在北布顿县的Malalanda村和Linsowu村进行,通过收集第一手数据(实地访谈和直接测量)和处理二次数据,根据红树林条件(红树林树干的密度、厚度和直径)确定红树林在降低波浪能中的作用。使用Thaha方法(2001)。利用Beto Ambari Bau-Bau BMKG站的风力数据预测Kulisusu湾地区的波浪情况,然后预测破碎波的高度和深度。利用ArcGIS 10.3软件对两个具有不同海岸保护(堤防和红树林)的科考站岸线变化进行分析,并以定量单位表示岸线变化。根据分析结果,研究区最大波高为2.27 m ~ 3.9 m,最大破浪高为2.50 m,在深度1.07 m ~ 3.15 m处,在距离100 ~ 200 m处,破浪高为3.57 m。2站岸线变化较大,为6.48 m,研究站红树林条件厚度为65.61 m,孔隙率为0.72,能够阻尼波浪,阻尼范围为26.424% ~ 99.98%。关键词:波浪,红树林,波浪衰减
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