Desain dan Konstruksi Pemecah Gelombang dengan Sisi Miring

Maria Angelin Naiborhu, Yani Nurita Purnawanti, Silvia Dewi Kumalasari

Abstract


Sloping breakwater is the type of breakwater requires large volume of rock and protection armor. Material increase during construction is often occur due to several factors. The main influenced factor is wave condition during construction. The main purpose of this research is to investigate the increasement of the materials due to breakwater profile changes caused by wave action during construction stage based on literature study of real construction data of breakwater construction at one of the thermal power plant in South Java Sea. This research is expected to provide an overview for designers to determine the cross-profile of a breakwater which is constructible and select the appropriate construction method to reduce the risk of excessive material increase during construction, especially for breakwaters located in deep and rough sea.


Keywords


breakwater, design, profile, material volume, construction method

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References


Allen, S. N., & Moore, G. A. C. (2016). Construction methodologies and challenges for marine concrete structures. In Marine Concrete Structures (pp. 115–133). Woodhead Publishing.

B. S. I. (1991). Maritime structures—Part 7: Guide to the design and construction of breakwaters. Law BS 6349, 6349(196), 254.

Burcharth, H. F., Hedar, P. A., Ouemeraci, H., Martinez, A., Hamer, B. A., Lamberti, A., Anglin, C. D., van Gent, M., Gilman, J. P., & van Impe, J. (2003). State-of-the-art of Designing and Constructing Berm Breakwaters. PIANC General Secretariat.

Campos, Á., Castillo, C., & Molina-Sanchez, R. (2020). Damage in Rubble Mound Breakwaters. Part I: Historical Review of Damage Models. Journal of Marine Science and Engineering, 8(5), 317.

Hickson, R. E., & Rodolf, F. W. (2010). Design and construction of jetties. Coastal Engineering Proceedings, 1(1), 26.

Hidayat, N. (2006). Konstruksi Bangunan Laut dan Pantai Sebagai Alternatif Perlindungan Daerah Pantai. SMARTek, 4(1).

Hudson, R. Y. (1959). Laboratory investigation of rubble-mound breakwaters. Reprint of the Original Paper as Published in the Journal of the Waterways and Harbors Division of ASCE, Proceedings Paper 2171.

Ichsan, I., & Suleman, A. H. (2018). Analisis perencanaan break water dalam penanganan sedimentasi pantai di Desa Botubarani. Gorontalo Journal of Infrastructure and Science Engineering, 1(1), 82–93.

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

Refi, A. (2013). Analisis Break Water Pada Pelabuhan Teluk Bayur Dengan Menggunakan Batu Alam, Tetrapod, Dan A-Jack. Jurnal Momentum, 15(2).

Syhaputra, D., Mawardi, M., & Besperi, B. (2014). Analisis Struktur Bangunan Breakwater Tipe Campuran (Studi Kasus di Tapak Paderi Kota Bengkulu). Fakultas Teknik. UNIB.

Van der Meer, J. W. (1988). Rock slopes and gravel beaches under wave attack. Delft, the Netherlands, Delft Hydraulic. Lab., Nov. 1988, 396.

Yannovita, W., Besperi, B., & Gunawan, G. (2017). 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.




DOI: http://dx.doi.org/10.54324/jtt.v1i2.537

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Copyright (c) 2020 Maria Angelin Naiborhu, Yani Nurita Purnawanti, Silvia Dewi Kumalasari

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