长岸流对北雅加达马伦达海滩海岸线变化过程的影响

Dhimas Prabu Pratama, Warsito Atmodjo, Anindya Wirasatriya
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Peramalan gelombang menggunakan metode SMB (Sverdrup Munk Bretchneider) dengan aplikasi easywave yang dikelompokkan ke dalam 4 musim. Nilai transpor sedimen didapat berdasarkan pada kondisi gelombang di lokasi penelitian. Perubahan garis pantai menggunakan DSAS (Digital Shoreline Analysis System) menggunakan citra Landsat 7 tahun 2012 dan Landsat 8 tahun 2014 - 2022. Berdasarkan hasil penelitian didapatkan kecepatan arus sejajar pantai di Pantai Marunda pada musim barat dan peralihan 1 berkisar 0,75-0,91 m/s dengan arah arus bergerak menuju timur, sedangkan pada musim timur dan peralihan 2 berkisar 0,76-1,46 m/s dengan arah arus bergerak menuju barat. Arus sejajar pantai menghasilkan transpor sedimen sebesar - 105,65 m3/hari sampai 274,22 m3/hari dengan transpor tahunan berkisar -38.565,84 m3/tahun sampai 100.095,54 m3/tahun. Nilai transpor sedimen tersebut menyebabkan terjadinya perubahan garis pantai dengan akresi sebesar 2,1 ha dan abrasi sebesar 0,02 ha.AbstractMarunda Beach is located in Cilincing District, North Jakarta City. It is bordered by the KCN Marunda Port on the west side and a jetty at the mouth of East Flood Canal on the east side. The existance of jetty can affect the energy of longshore currents that transport sediment along the coast. Sediment transport can cause shoreline changes due to abrasion or sedimentation. This research aims to investigates the hydrodynamic processes that causes the coastline changes at Marunda Beach. The research method was a quantitative method. Wind data was obtained from ECMWF (2012 – 2022) and it is used for wave forecasting. Wave forecasting used the SMB (Sverdrup Munk Bretchneider) method with easywave application which was divided into 4 seasons. The value of sediment transport was obtained based on the wave conditions at the study site. Changes in coastline was analyzed by DSAS (Digital Shoreline Analysis System) using Landsat 7 in 2012 and Landsat 8 images in 2014 - 2022. The results show that the longshore current velocity at Marunda Beach in the west season and transition 1 ranges from 0.75 to 0.91 m/s with the current moving eastward, while in the east monsoon and transition 2 it ranges from 0.76 to1.46 m/s with the current moving westward. Longshore currents produce sediment transport of -105.65 m3/day to 274.22 m3/day with annual transport ranging from -38,565.84 m3/year to 100,095.54 m3/year. The sediment transport value causes changes in the coastline with an accretion of 2.1 ha and an abrasion of 0.02 ha.","PeriodicalId":274305,"journal":{"name":"Indonesian Journal of Oceanography","volume":"37 1","pages":""},"PeriodicalIF":0.0000,"publicationDate":"2023-07-13","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Pengaruh Arus Sejajar Pantai (Longshore Current) Terhadap Proses Perubahan Garis Pantai di Pantai Marunda, Jakarta Utara\",\"authors\":\"Dhimas Prabu Pratama, Warsito Atmodjo, Anindya Wirasatriya\",\"doi\":\"10.14710/ijoce.v5i2.16198\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"Abstrak Pantai Marunda berada di Kecamatan Cilincing, Kota Jakarta Utara. Sisi barat Pantai Marunda terdapat Pelabuhan KCN Marunda dan di sisi timur terdapat jetty pada muara sungai Banjir Kanal Timur. Jetty dapat mempengaruhi energi arus sejajar pantai yang mentranspor sedimen di sepanjang pantai. 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Longshore currents produce sediment transport of -105.65 m3/day to 274.22 m3/day with annual transport ranging from -38,565.84 m3/year to 100,095.54 m3/year. 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引用次数: 0

摘要

摘要 马伦达海滩位于雅加达北部的锡林钦区。马伦达海滩西侧是 KCN 马伦达港,东侧是位于东洪水运河河口的防波堤。防波堤会影响沿岸平行流的能量,使沉积物沿海岸线迁移。由于磨损和沉积作用,沉积物迁移会导致海岸线变化。本研究需要确定在马伦达海滩发生的导致海岸线变化的水动力过程。采用的研究方法是定量方法。通过 ECMWF 获取的 2012 - 2022 年风力数据用于波浪预测。波浪预测使用的是 SMB(Sverdrup Munk Bretchneider)方法和 easywave 应用程序,分为 4 个季节。沉积物运移值是根据研究地点的波浪条件得出的。使用 DSAS(数字海岸线分析系统),利用 2012 年的 Landsat 7 图像和 2014-2022 年的 Landsat 8 图像分析海岸线变化。根据研究结果发现,马伦达海滩的平行沿岸流速度在西季和过渡期 1 为 0.75-0.91 米/秒,水流方向朝东;在东季和过渡期 2 为 0.76-1.46 米/秒,水流方向朝西。沿岸流产生的沉积物运移量为-105.65 立方米/天至 274.22 立方米/天,年运移量为-38,565.84 立方米/年至 100,095.54 立方米/年。沉积物迁移值导致海岸线发生变化,增加了 2.1 公顷,磨损了 0.02 公顷。它的西侧是 KCN 马伦达港,东侧是东洪水运河口的一个防波堤。防波堤的存在会影响沿岸沉积物迁移的长岸流的能量。沉积物的迁移会导致海岸线因磨损或沉积而发生变化。本研究旨在调查导致马伦达海滩海岸线变化的水动力过程。研究方法为定量方法。风数据来自 ECMWF(2012-2022 年),用于波浪预测。波浪预报使用了 SMB(Sverdrup Munk Bretchneider)方法,并将其应用到 easywave 中,分为 4 个季节。沉积物运移值是根据研究地点的波浪条件得出的。利用 2012 年的 Landsat 7 和 2014-2022 年的 Landsat 8 图像,通过 DSAS(数字海岸线分析系统)分析了海岸线的变化。结果显示,在西季和过渡期 1,Marunda 海滩的沿岸长流速度为 0.75 至 0.91 米/秒,水流向东移动;而在东季风和过渡期 2,沿岸长流速度为 0.76 至 1.46 米/秒,水流向西移动。长岸流产生的泥沙输运量为-105.65 立方米/天至 274.22 立方米/天,年输运量为-38,565.84 立方米/年至 100,095.54 立方米/年。泥沙输运值导致海岸线发生变化,增加了 2.1 公顷,磨损了 0.02 公顷。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Pengaruh Arus Sejajar Pantai (Longshore Current) Terhadap Proses Perubahan Garis Pantai di Pantai Marunda, Jakarta Utara
Abstrak Pantai Marunda berada di Kecamatan Cilincing, Kota Jakarta Utara. Sisi barat Pantai Marunda terdapat Pelabuhan KCN Marunda dan di sisi timur terdapat jetty pada muara sungai Banjir Kanal Timur. Jetty dapat mempengaruhi energi arus sejajar pantai yang mentranspor sedimen di sepanjang pantai. Transpor sedimen dapat menyebabkan perubahan garis pantai akibat abrasi maupun sedimentasi. Penelitian ini perlu dilakukan untuk mengetahui proses hidrodinamika yang terjadi di Pantai Marunda yang menyebabkan perubahan garis pantai. Metode penelitian yang dipakai berupa metode kuantitatif. Data angin didapatkan melalui ECMWF dari tahun 2012 – 2022 yang digunakan untuk peramalan gelombang. Peramalan gelombang menggunakan metode SMB (Sverdrup Munk Bretchneider) dengan aplikasi easywave yang dikelompokkan ke dalam 4 musim. Nilai transpor sedimen didapat berdasarkan pada kondisi gelombang di lokasi penelitian. Perubahan garis pantai menggunakan DSAS (Digital Shoreline Analysis System) menggunakan citra Landsat 7 tahun 2012 dan Landsat 8 tahun 2014 - 2022. Berdasarkan hasil penelitian didapatkan kecepatan arus sejajar pantai di Pantai Marunda pada musim barat dan peralihan 1 berkisar 0,75-0,91 m/s dengan arah arus bergerak menuju timur, sedangkan pada musim timur dan peralihan 2 berkisar 0,76-1,46 m/s dengan arah arus bergerak menuju barat. Arus sejajar pantai menghasilkan transpor sedimen sebesar - 105,65 m3/hari sampai 274,22 m3/hari dengan transpor tahunan berkisar -38.565,84 m3/tahun sampai 100.095,54 m3/tahun. Nilai transpor sedimen tersebut menyebabkan terjadinya perubahan garis pantai dengan akresi sebesar 2,1 ha dan abrasi sebesar 0,02 ha.AbstractMarunda Beach is located in Cilincing District, North Jakarta City. It is bordered by the KCN Marunda Port on the west side and a jetty at the mouth of East Flood Canal on the east side. The existance of jetty can affect the energy of longshore currents that transport sediment along the coast. Sediment transport can cause shoreline changes due to abrasion or sedimentation. This research aims to investigates the hydrodynamic processes that causes the coastline changes at Marunda Beach. The research method was a quantitative method. Wind data was obtained from ECMWF (2012 – 2022) and it is used for wave forecasting. Wave forecasting used the SMB (Sverdrup Munk Bretchneider) method with easywave application which was divided into 4 seasons. The value of sediment transport was obtained based on the wave conditions at the study site. Changes in coastline was analyzed by DSAS (Digital Shoreline Analysis System) using Landsat 7 in 2012 and Landsat 8 images in 2014 - 2022. The results show that the longshore current velocity at Marunda Beach in the west season and transition 1 ranges from 0.75 to 0.91 m/s with the current moving eastward, while in the east monsoon and transition 2 it ranges from 0.76 to1.46 m/s with the current moving westward. Longshore currents produce sediment transport of -105.65 m3/day to 274.22 m3/day with annual transport ranging from -38,565.84 m3/year to 100,095.54 m3/year. The sediment transport value causes changes in the coastline with an accretion of 2.1 ha and an abrasion of 0.02 ha.
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