M. Fahmi
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摘要

瓜拉扬卡海滩是亚齐省比鲁恩县Term区扬卡阿卢村的海滩之一。这是一个旅游景点,也是渔民的渔场。海浪高到足以冲击海岸线,使一些地区因侵蚀而被侵蚀。因此,需要一种海岸防护结构,即护岸。护岸是一种海岸保护结构,其功能是保护海滩免受海浪冲刷,以尽量减少海岸周围的侵蚀。本规划中使用的数据是风数据、测深数据和潮汐数据。根据分析结果可知,主要风向为东风,占36%,最高风速为10节或8.65米/秒。根据盛行风特性计算的设计波高为1699 m。沉积分析表明,吉隆坡Term海滩的沉积以海岸输沙为主,达1360,132.805 m3/年。护岸施工采用一般护岸规划公式计算。护岸是用山岩建造的。护岸建筑高度为3 m,峰宽为1.5 m,护岸护墙厚度为1.5 m,作为保护层的袋重为0.301吨。同时,护岸建筑护腿高度为0.75 m,宽度为2.5 m。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Perencanaan Revetment pada Sebelah Timur Pantai Kuala Jangka Kecamatan Jangka Kabupaten Bireuen
Kuala Jangka Beach is one of the beaches in the village of Jangka Alue, Term District, Bireuen Regency, Aceh Province. Which is a tourist spot and also a fishery area for fishermen. Waves that are high enough to impact the shoreline so that some areas are eroded due to erosion. Therefore, a coastal protection structure is needed, namely a revetment. A revetment is a coastal protection structure that functions to protect the beach from scouring waves to minimize erosion around the coast. The data used in this planning are wind data, bathymetry, and tidal data. Based on the results of the analysis it is known that the dominant wind that occurs is from the east which is equal to 36%, with the greatest speed being 10 knots or 8.65 m/s. The design wave height calculated from the prevailing wind characteristics is 1,699 m. Sedimentation analysis shows that sedimentation at Kuala Term Beach is dominated by longshore sediment transport which reaches 1,360,132.805 m3/year. Revetment construction is calculated using the general revetment planning formula. The revetment was built from the mountain rock. The height of the revetment building is 3 m with a peak width of 1.5 m and the thickness of the revetment guard wall is 1.5 m and the weight of the bag as a protective layer is 0.301 tons. Meanwhile, the height of gaiters for revetment buildings is 0.75 m with a width of 2.5 m.
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