Perencanaan Struktur Pemecah Gelombang dengan Sisi Miring pada Kawasan Pesisir ULPLTU Sumbawa

  • Syahri Wardani Universitas Teknologi Sumbawa
  • Adi Mawardin Universitas Teknologi Sumbawa
DOI: https://doi.org/10.52158/jaceit.v7i1.895
I will put the dimension here
Keywords: Design, Structure, Breakwater, Fetch, Tetrapod

Abstract

The coastal area of ULPLTU Sumbawa, located in Labuhan Kertasari, Taliwang District, West Sumbawa Regency, is affected by coastal erosion caused by shoreline retreat and wave action. Therefore, the objective of this research is to design a breakwater structure with inclined sides to mitigate the height of incoming waves. In this study, the data used includes primary data through direct field observations, while secondary data consists of wind data, tidal data, topographic data, and bathymetric data.  Data processing methods involve wind data analysis, fetch, wave characteristics, bathymetry, and topography. After analyzing all the data, the breakwater structure was planned. The resulting design comprises a mound-type breakwater made of tetrapods and natural stones. It has a slope of 1:1.5 (33.7°), a crest width of 3.7 m, a crest elevation of 3.86 m, a structure height of 5 m, with the main armor layer unit weight W=4,079 kg, the second armor layer weight W/10=544.8 kg, and the core armor layer weight W/200=27 kg. Based on the results of the planning of the breakwater structure, it has been recommended to use local materials to reduce costs and support the local economy by ensuring the quality of materials according to standards. This solution is not only cost-efficient but also environmentally friendly, contributes to environmental conservation, and provides significant economic benefits to the surrounding community.

Author Biography

Adi Mawardin, Universitas Teknologi Sumbawa

Departemen Teknik Sipil

References

Triatmodjo, B. Perencanaan Bangunan Pantai. Yogyakarta: Beta Offset, 2012.

Triatmodjo, B. Teknik Pantai. Yogyakarta: Beta Offset, 1999.

Hakim, B. A., & Krisna, W. Efektifitas Penanggulangan Abrasi Menggunakan Bangunan Pantai di Pesisir Kota Semarang. 122-128. 2012.

Irawan, I., Fahmi, R., Roziqin, A.. Kondisi Pasang Hidro-Oseonografi (Pasang Surut, Arus Laut, Dan Geloombang) Perairan Nongsa Batam). Jurnal kelautan, vol. 11, no. 1. 2018.

Palmer, G. N., & Christian, C. D. Design and construction of rubble mound breakwaters. Transactions of the Institution of Professional Engineers New Zealand: Civil Engineering Section, 25(1), 19. 1998.

Natakusumah, D. K., Achiari, H., Nugroho, E. O., Hidayatulloh, S., Angelo, J., & Adinata, F. Pengembangan PentaPod: Armor Beton Jenis Baru Untuk Pelindung Bangunan Pantai. Jurnal Teknik Sumber Daya Air, vol. 3, no.2. 2023.

Arifandi, F. Y., dan Suharjoko. Rancang bangun Material Penyusun Breakwater berbentuk Polypod.Jurnal Sains dan Seni ITS, vol. 10, no. 1. 2021.

CERC. Shore Potection Manual. Us Army Coastal Engineering, Research Center, Washington, 1984.

Naiborhu, M. A., Purnawanti, Y., N., dan Kumalasari, S., D. Desain dan Konstruksi Pemecah Gelombang Dengan Sisi Miring. Jakarta. Jurnal Teknik Transportasi, No.2, Volume 1. 2020.

Diasa, I. W., Soriarta., I. K., Semarabawa, I. G. A. B. Analisis Rencana Revetment Batu Armor Untuk Menanggulangi Kerusakan Pantai (Studi Kasus: Pantai Tegal Besar Kabupaten Klungkung). Jurnal Teknik Gradien, Vol. 14, no.1. 2022.

Mawardin, A., Rizky F., dan Kurniati, E. Analisis Stabilitas Struktur Revetment di Pantai Jempol Labuhan Sumbawa. Hexagon Jurnal Teknik dan Sains Fakultas Teknik Universitas Teknologi Sumbawa, vol. 2, no. 1. 2021.

Fajri, N. T. R., Jansen, T., dan Thambas, A. H. Perencanaan Pemecah gelombang (Breakwater) Di Daerah Pantai Desa Saonek Kabupaten Raja Ampat Provinsi Papua Barat. Analisis Stabilitas Struktur Revetment di Pantai Jempol Labuhan Sumbawa. Jurnal Sipil Statik, vol. 9, no. 4. 2021.

Published
2025-08-04
How to Cite
Wardani, S., & Mawardin, A. (2025). Perencanaan Struktur Pemecah Gelombang dengan Sisi Miring pada Kawasan Pesisir ULPLTU Sumbawa. Journal of Applied Civil Engineering and Infrastructure Technology, 7(1), 23 - 29. https://doi.org/10.52158/jaceit.v7i1.895