北加里曼丹防波堤建筑结构的波浪分析

S. Rahman
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引用次数: 0

摘要

位于北加里曼丹努坎东Sebatik区的Tanjung Aru村的海滩上发生了大型海浪形式的自然因素,导致海滩该地区正在经历海岸线的下降或通常被称为海岸侵蚀。在这些情况下,已经建立了一个防波堤来解决这个问题,以保护正在遭受侵蚀的沿海地区。但在此之前,有必要对待建防波堤的设计进行波浪分析。经计算分析,有效波高Hs为4361 m,有效波周期Ts为11.173 s。压力波力(P)为27.001吨,力矩(Mp)为92.612吨。全年每个月都需要进行波高测量,以获得更有代表性的波高图像。此外,防波堤的建设规划需要重新考虑,特别是防波堤结构的尺寸。此外,海浪的条件是充分发展。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Wave Analysis Of Breakwater Building Structure In North Kalimantan
Natural factors in the form of large sea waves occur on the beach located in Tanjung Aru Village, East Sebatik District, Nunukan, North Kalimantan, causing the beach This area is experiencing a decline in the coastline or what is commonly referred to as coastal erosion. In connection with these conditions, there has been a breakwater detached as an effort to solve this problem to protect coastal areas that are experiencing erosion. But before that, it is necessary to conduct a wave analysis of the design of the breakwater detached to be built. Based on the calculation analysis that has been done, the significant wave height (Hs) is 4,361 meters and the significant wave period (Ts) is 11.173 seconds. The pressure wave force (P) is 27.001 tons and the moment (Mp) is 92.612 tonmeters. Wave height measurements need to be carried out every month throughout the year in order to obtain a more representative picture of wave height. In addition, planning for the construction of breakwater needs to be considered again, especially on the dimensions of the breakwater structure. Moreover, the condition of the sea waves is fully developed.
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