Studi Transmisi Gelombang Dengan Model Cylinder Concrete (Buis Beton) Breakwater Tenggelam Dengan Permodelan Fisik 2D

Authors

  • Lodewick Manurung
  • Subuh Tugiono
  • Ahmad Zakaria
  • Ofik Taufik Purwadi

DOI:

https://doi.org/10.23960/jrsdd.v10i1.2540

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Abstract

One way to prevent damage caused by sea waves is to build a breakwater to reduce wave energy before it reaches the coast. In making the breakwater model the author chose to make a breakwater model with a concrete cylinder because it can be obtained easily. The research data obtained wave height (H), wavelength (L), and wave period (T). From the research data obtained, it can be made a table of incident wave height (H0), transmission wave height (Ht), and wave transmission coefficient (Kt). In this study, 12 models were used, namely 4 breakwater devices with different breakwater widths (lb), and in each breakwater device using 3 heights of still water level clearance or ds (2 cm, 4 cm, and 6 cm). Based on the research, the smallest transmission coefficient value occurs in the longest lb with ds of 2 cm, which is 0.3567 and the largest transmission coefficient occurs in the shortest lb with ds of 6 cm, which is 0.7190. The biggest change in wavelength occurred in the longest lb with ds 2 cm, which was 21.57% and the smallest change occurred in the shortest lb with ds 6 cm, which was 9.23%. The biggest change in wave propagation speed occurred in the longest lb with ds 2 cm, which was 20.14% and the smallest change occurred in the shortest lb with ds 6 cm, which was 5.93%.

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References

Edy, W.F., Aprizal, and Sadad, I., 2012. Analisa Perilaku Gelombang Air Setelah Melewati Breakwater Tenggelam Yang Berbentuk Tumpukan Pipa. Jurnal Teknik Sipil UBL, 3 (April 2012), 257–269.

Kalay, D.E. and Marasabessy, M., 2015. Dinamika Gelombang Perairan Maluku pada Musim Timur. Jurnal Amanisal PSP FPIK Unpatti-Ambon, 4 (1).

Nurisman, N. and Tarigan, T.A. br, 2021. Kajian Awal Perencanaan Bangunan Pelindung Pantai Labuhan Jukung, Krui, Kabupaten Pesisir Barat, Provinsi Lampung. Maspari Journal, 13 (1), 25–40.

Pilarczyk, K.W., 2003. Design of low-crested (submerged) structures: An overview. Coastal and Port Engineering.

Pokaton, K.Y., Tawas, H.J., Jasin, M.I., and Mamoto, J.D., 2013. Perencanaan Jetty Di Muara Sungai Ranoyapo Amurang. Jurnal Sipil Statik, 1 (6).

Refi, A., 2013. Analisis Breakwater pada Pelabuhan Teluk Bayur dengan menggunakan Batu Alam, Tetrapod, dan A-Jack. Jurnal Momentum, 15 (Agustus 2013), 5–24.

Sulaiman, D.M., 2012. Rehabilitasi Pantai dengan Pemecah Gelombang Ambang Rendah Berbahan Geotube Studi Kasus Pantai Tanjung Kait, Tangerang. Jurnal Teknik Hidraulik, 129–142.

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

Triatmojo, B., 2010. Perecanaan Pelabuhan. Cetakan 1. Yogyakarta: Beta Offset.

Yannovita, W., Besperi, and Gunawan, G., 2019. Desain Breakwater Sisi Miring Sebagai Upaya Mengantisipasi Limpasan Air Laut pada Bangunan Revetment di Pantai Malabero Kota Bengkulu. Inersia, Jurnal Teknik Sipil, 9 (2), 1–10.

Zulkarnain and Anwar, N., 2017. Kajian Model Fisik Pengaruh Freeboard dan Susunan Buis Beton Sebagai Pemecah Gelombang Tenggelam Ambang Rendah (Pegar) Dalam Mereduksi Gelombang. Borneo Engineering : Jurnal Teknik Sipil, 1 (2), 34.

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Published

2022-03-13

How to Cite

Manurung, L., Tugiono, S., Zakaria, A., & Purwadi, O. T. (2022). Studi Transmisi Gelombang Dengan Model Cylinder Concrete (Buis Beton) Breakwater Tenggelam Dengan Permodelan Fisik 2D. Jurnal Rekayasa Sipil Dan Desain, 10(1), Hal. 229 – 240. https://doi.org/10.23960/jrsdd.v10i1.2540

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Makalah Ilmiah Edisi Maret 2022