Analisis Tinggi Revetment Dengan Dimensi Yang Sesuai Agar Tidak Mengalami Overtopping Di Negeri Rutah Kecamatan Amahai Kabupaten Maluku Tengah

Penulis

  • Erdin Calvin Leuwol Universitas Kristen Indonesia Maluku
  • N Retraubun Universitas Kristen Indonesia Maluku
  • Ch Joseph Universitas Kristen Indonesia Maluku

DOI:

https://doi.org/10.51135/manumatav7i2p87-95

Kata Kunci:

Alternative, Overtopping, Revetment

Abstrak

Rutah village, Amahai District, Central Maluku Regency is one of the impacts of problems that occur in coastal areas where the transportation route is damaged due to overtopping. The condition of the Revetment in Rutah Country with a height of 1 m is still unable to withstand the magnitude of the waves. This encourages the author to conduct research and analysis of these problems. With tide data and wind data obtained from BMKG Amahai and processed using formula approaches. After analyzing and calculating, the magnitude of the breaking waves that occurred in Rutah Country, Amahai District, Central Maluku Regency was Hb = 2.890 m, Lb = 0.120 m and db = 2.139 m. For Revetment in Rutah Country, an additional height must be made by 40 cm so that Revetment in Rutah country becomes 1.40 cm

Referensi

Bambang Triatmodjo. (2012). PERENCANAAN BANGUNAN PANTAI.

Helhusna, S.T., M. T. (2013). Inersia. ISSN; 20869045, 5(1).

Mulyabakti, C., Jasin, M. I., & Mamoto, J. D. (2016). Analisis Karakteristik Gelombang Dan Pasang Surut Pada Daerah Pantai Paal Kecamatan Likupang Timur Kabupaten Minahasa Utara. Jurnal Sipil Statik, 4(9), 585–594.

PROF. Dr. Ir. Bambang Triatmodjo, CES., D. (2016). TEKNIK PANTAI.

Diterbitkan

2021-12-19

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