STUDY RE-ANALYSIS OF HIGH WAVE DEFORMATION IN RE-DESIGN COASTAL REVETMENT PROTECTION OF RAJABASA BEACH KALIANDA

  • Muhammad Aldhiansyah Rifqi Fauzi Department of Ocean Engineering, Sumatera Institute of Technology (ITERA), South Lampung, Indonesia.
  • Muhammad Gilang Indra Mardika Department of Civil Engineering, Sumatera Institute of Technology (ITERA), South Lampung, Indonesia.
  • Muhammad Fatkhurrozi Department of Ocean Engineering, Sumatera Institute of Technology (ITERA), South Lampung, Indonesia
  • Ahmad Fadlun Harianto Martino Departement of Water Resources Management Faculty of Civil and Environmental Engineering, Bandung Institute of Technology (ITB), Bandung, Indonesia
DOI: https://doi.org/10.35472/jsat.v8i1.1754

Abstract

The eruption of Mount Krakatau in 2018, along with high waves, has impacted the coastal conditions of Kalianda Beach. The parameters for planning the revetment include significant wave height, highest high water level (HHWL), refraction and shoaling coefficients, wave set-up, and SLR. Wave data processing was conducted using the FT Type I. The extreme wave 50-year period has a height (Hr) of 2.22 m and a period (Tr) of 14.67 s. The wave transformation coefficients for refraction and shoaling, which are 0.74 and 1.44 respectively, lead to a deformation wave height of 2.19 m at a depth of 5 m. Admiralty tide analysis yielded a tidal range element at MSL of 0.94 m, which serves as the datum for elevation point 0. The HHWL from MSL is 0.73 m, wave set-up is 0.58 m due to breaking waves at 3.43 m, and SLR is 0.16 m, leading to a DWL of 1.46 m. The wave run-up varies according to the type of revetment, boulder type elevations id 4.60 m, tetrapod type is 3.80 m, and dolos type is 4.40 m. Differences elevation are attributed to different wave run-up every type of revetment material, run-up of the type  material boulder is 2.83 m, run-up of tetrapod is 2.08 m, and dolos is 2.67 m.

Downloads

Download data is not yet available.

Author Biographies

Muhammad Aldhiansyah Rifqi Fauzi, Department of Ocean Engineering, Sumatera Institute of Technology (ITERA), South Lampung, Indonesia.

Department of Ocean Engineering, Sumatera Institute of Technology  (ITERA), South Lampung, Indonesia.

Muhammad Gilang Indra Mardika, Department of Civil Engineering, Sumatera Institute of Technology (ITERA), South Lampung, Indonesia.

Department of Civil Engineering, Sumatera Institute of Technology  (ITERA), South Lampung, Indonesia.

Muhammad Fatkhurrozi, Department of Ocean Engineering, Sumatera Institute of Technology (ITERA), South Lampung, Indonesia

Department of Ocean Engineering, Sumatera Institute of Technology  (ITERA), South Lampung, Indonesia

Ahmad Fadlun Harianto Martino, Departement of Water Resources Management Faculty of Civil and Environmental Engineering, Bandung Institute of Technology (ITB), Bandung, Indonesia

Departement of Water Resources Management  Faculty of Civil and Environmental Engineering, Bandung Institute of Technology  (ITB), Bandung, Indonesia

References

[1] BNPB. (2018, 12 22). Dipetik 02 12, 2023, dari https://bnpb.go.id/berita/benar-tsunami-menerjang-pantai-di-selat-sunda
[2] Miftakhul Ulum, K. (2013). Perbandingan Akurasi Prediksi Pasang Surut Antara Metode Admiralty dan Metode Least Square.
[3] Bill Bell, H. H.-S. (2021). The ERA5 global reanalysis: Preliminary extension to 1950. Quarterly Journal of the Royal Meteorological Society.
[4] Maratus Khasanah Humaira, S. W. (2022). Simulasi Model Fisik Efektivitas Pemecah Gelombang Tetrapod dan Dolos. Jurnal Teknik Hidraulik Vol. 13, No. 1.
[5] CERC. (1984). Shore Protection Manual. Vicksburg, Mississippi: Departement of The Army, Waterways Experiment Station, Corps of Engineers.
[6] CERC. (1984). Shore Protection Manual, US Army Coastal Engineering Research Center. Washington.
[7] Fahruroji, F. (2020). ANALISIS KENAIKAN MUKA LAUT (SEA LEVEL RISE) DENGAN MENGGUNAKAN SATELIT ALTIMETRI (STUDI KASUS : PERAIRAN PROVINSI BANTEN). Lampung Selatan: Institut Teknologi Sumatera.
[8] Triatmodjo, B. (2016). Teknik Pantai. Yogyakarta: Fakultas Teknik Universitas Gadjah Mada.
[9] Purwanto, d. (2020). Analisis Peramalan dan Periode Ulang Gelombang di Perairan Bagian Timur Pulau Lirang, Maluku Barat Daya. Indonesian Journal of Oceanography Vol. 02 No. 01.
[10] Miftakhul Ulum, K. (2013). Perbandingan Akurasi Prediksi Pasang Surut Antara Metode Admiralty dan Metode Least Square.
[11] Lestari. (2017). Analisis Efisiensi Pemecah Gelombang Kondisi Eksisting Dibandingkan Material Batu Pecah dan Batu Bulat, Laporan Tugas Akhir. Bangka Belitung: Teknik Sipil Universitas Bangka Belitung.
Published
2024-07-01
How to Cite
FAUZI, Muhammad Aldhiansyah Rifqi et al. STUDY RE-ANALYSIS OF HIGH WAVE DEFORMATION IN RE-DESIGN COASTAL REVETMENT PROTECTION OF RAJABASA BEACH KALIANDA. Journal of Science and Applicative Technology, [S.l.], v. 8, n. 1, p. 24-37, july 2024. ISSN 2581-0545. Available at: <https://journal.itera.ac.id/index.php/jsat/article/view/1754>. Date accessed: 03 july 2024. doi: https://doi.org/10.35472/jsat.v8i1.1754.
Citation Formats
Issue
Vol 8 No 1 (2024): Journal of Science and Applicative Technology June Chapter
Section
Articles
Creative Commons License

This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License.

Creative Commons License

All the content on Journal of Science and Applicative Technology (JSAT) may be used under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License.

You are free to:

  • Share - copy and redistribute the material in any medium or format
  • Adapt - remix, transform, and build upon the material

Under the following terms:

  • Attribution - You must give appropriate credit, provide a link to the license, and indicate if changes were made. You may do so in any reasonable manner, but not in any way that suggests the licensor endorses you or your use.
  • NonCommercial - You may not use the material for commercial purposes.
  • No additional restrictions - You may not apply legal terms or technological measures that legally restrict others from doing anything the license permits.