Studi Perencanaan Revetment dan Groin Sebagai Upaya Penanganan Erosi Pantai Camplong di Kabupaten Sampang Madura

Yani Nurita Purnawanti, Levani Disi Ayunda, Achmad Ronie Santoso
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Abstract

Camplong District Sampang Regency, Madura has a beach by the road along the Camplong Highway. Camplong Beach has a coastline that is very close to the highway. The existing beach protector is less able to resist erosion so that in some locations the Camplong Highway is damaged due to coastal erosion. Coastal protective structures needed are revetments and groins to resist erosion and poorly distributed distribution of sediment transport. The calculation starts with collecting wind data, tidal data, and bathymetric maps. Then the location survey, fetch calculation, repeat period analysis, refraction analysis, break wave calculation, shoreline change, layout planning, and detailed structural design. From the results of the calculation, a suitable coastal protection structure for Camplong Beach is a structure with a 1: 3 slope in the form of a revetment with a length of 100 m with a peak width of 1.76 m, a height of 4.66 m, a protective layer weight of 823.40 kg and 3 groins along 25 m with a height of 3.91 m, a peak width of 3.9 m, a protective layer weight of 607.80 kg. The distance between the groins is 50 m.
计划研究揭示和Groin是在桑邦马杜拉区治疗坎龙海滩侵蚀的努力
坎普隆区Sampang Regency,马杜拉有一个沿着坎普隆高速公路的海滩。坎普隆海滩的海岸线离高速公路很近。现有的海滩保护层抵御侵蚀的能力较弱,因此康普隆公路在某些地方因海岸侵蚀而受损。需要的海岸防护结构是护岸和腹沟,以抵御侵蚀和泥沙运输的不均匀分布。计算从收集风数据、潮汐数据和水深图开始。然后进行选址调查、取水计算、重复周期分析、折射分析、破浪计算、岸线变化、布局规划、结构详细设计。从计算结果来看,坎普龙滩适合的海岸防护结构为护岸形式的1:3坡度结构,护岸长度为100 m,峰值宽度为1.76 m,高度为4.66 m,保护层重量为823.40 kg,沿25 m有3个沟,高度为3.91 m,峰值宽度为3.9 m,保护层重量为607.80 kg。腹股沟之间的距离为50米。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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