海岸防护损害程度及优先处理(以印尼亚齐省纽亨的value Naga为例)

S. Mauluddin, E. Meilianda, S. Syamsidik
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引用次数: 1

摘要

2004年12月26日的大海啸对沿海地区的生活造成了巨大的影响。海啸的影响对占领区造成了破坏,丧失了水边土地,破坏了海洋生物群生态系统。印度尼西亚亚齐省的沿海地区是受影响最严重的地区,其次是马来西亚、泰国和印度的沿海地区。由于大量沿海土地的流失,水土流失非常严重。作为加强沿海地区水土侵蚀防治工作的一个步骤,印度尼西亚政府于2005年通过了一项政策,通过恢复和重建机构与公共工程部合作开展的亚齐省海啸和地震应对计划(ANTERP)来处理恢复和重建工作。处理侵蚀的步骤之一是使用硬结构方法保护海岸,例如建造由岩石装甲制成的护岸和防波堤。本研究旨在评估2009年和2016年建造的海岸防护结构的破坏程度和处理优先级,以及受海啸严重影响的滨海地区value Naga - Neuheun的海滩位置的海岸线变化情况。在三个不同的海岸结构进行了评估,即CS-1在value Naga地区,CS-2, Lambada Lhok海岸地区和CS-3 Neuheun海滩地区。本研究中使用公共工程部第08/SE/M/2010号条例评估结构破坏和海岸线变化的指南。岸线变化率是通过DSAS(数字岸线分析系统)程序使用EPR(终点速率)方法和变化距离NSM(净岸线移动)的计算计算得到的。
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Level of Coastal Protection Damage and Priority of Handling (Case Study of Alue Naga – Neuheun, Aceh Besar, Indonesia)
The massive tsunami of December 26, 2004 has had a huge impact on the life of the coastal region. The effects of the tsunami caused damage to occupation settlements, loss of waterside land and destruction of marine biota ecosystems. The coastal region of Aceh Province in Indonesia is the area that has the worst impact followed by the State of Malaysia, Thailand and as a coastal area of India. As a result of a large amount of coastal land experiencing a loss of land mass, erosion is very significant. As a step towards handling coastal areas from greater erosion prevention, the Government of Indonesia in 2005 adopted a policy of handling rehabilitation and reconstruction through the ANTERP (Aceh Nias Tsunami and Earthquake Response Program) program under the BRR (Rehabilitation and Reconstruction Agency) in collaboration with Ministry of Public Work. One of the steps to handling erosion is to protect the coast using the hard structure method such as the construction of a revetment and jetty made from rock armor. This study aims to assess the level of damage and priority of handling of coastal protective structures that have been built in 2009, 2016 and how changes in shoreline occur on the beach location of Alue Naga - Neuheun, which is a coastal area that was greatly affected by the tsunami. Assessments were carried out in three different coastal structures, namely CS-1 locations in the Alue Naga area, CS-2, Lambada Lhok coastal area and CS-3 Neuheun beach area. Guidelines for assessing structure damage and changes in shoreline in the study using the Ministry of Public Work Regulation No. 08/SE/M/2010. The rate of change in shoreline is obtained through computational calculations of the DSAS (Digital Shoreline Analysis System) program using the EPR (End Point Rate) method and NSM for change distance (Net Shoreline Movement).
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