Evaluasi Stabilitas Breakwater pada Kecamatan Panjang
DOI:
https://doi.org/10.23960/jrsdd.v9i4.2095Abstract Views: 127 File Views: 100 File Views: 0
Abstract
Abstract
The coast will be easily damaged due to large waves, causing damage to the area around the coastal area which is densely populated with various activities, namely Pantai Kecamatan Panjang, among others as ports, settlements, industry, trade, tourism and fishing activities. With so many activities, it should be accompanied by development that prioritizes conservation aspects to reduce the impact of environmental degradation. One of the efforts to overcome the impact of its degradation is to make a breakwater. This study aims to assess and study the failure of the protected layer unit at the breakwater on the coast of Kecamatan Panjang, so testing the stability of the protected layer using a physical model was carried out at the Hydraulics Laboratory of the University of Lampung using an experimental method. The results showed that the level of breakwater damage was 0% at 4,47 cm HHWL position with a plan wave height of 4 cm. So, the crushed rock will work well to protect the breakwater.
Key words: Breakwater, Armor Units, Physical Model, Stability
Downloads
References
Almunawir, A.A. 2019. Analisis Refleksi dan Disipasi Gelombang pada Pemecah Gelombang Berpori. Universitas Muhammadiyah Makassar.
Arikunto, S. 2006. Prosedur penelitian suatu pendekatan praktik. Jakarta: Rineka Cipta, 120–123.
Bruun, P. 1985. View on ScienceDirect Design and Construction of Mounds for Breakwaters and Coastal Protection. 1st ed. Amsterdam: Elseiver. Science Publisher B.V.
Dean, R.G. and Dalrymple, R.A. 1991. Water Wave Mechanics for Engineers and Scientists. 2nd ed. Singapore: World Scientific.
Hughes, S.A. 1993. Physical models and laboratory techniques in coastal engineering. 7th ed. Singapore: World Scientific.
Jensen, O.J. 1984. A monograph on rubble mound breakwaters. Denmark: Danish Hydraulic Institute (DHI).
Sugianto, D.N. 2012. Model Distribusi Data Kecepatan Angin dan Pemanfaatannya dalam Peramalan Gelombang di Perairan Laut Paciran, Jawa Timur. ILMU KELAUTAN: Indonesian Journal of Marine Sciences, 15.
Triatmodjo, B. 1999. Teknik Pantai. 2nd ed. Yogyakarta: Beta Offset.
Wardhani, S.R. Rochaddi, B., Kelautan, J.I., and Diponegoro, U., 2013. Studi Model Fisik Stabilitas Desain Breakwater terhadap Hempasan Gelombang di Pantai Glagah YOGYAKARTA. Journal of Oceanography, 2 (1), 57–65.
Yuwono, N. 1992. Teknik Pantai Volume I. 1st ed. Biro Penerbit Keluarga Mahasiswa Teknik Sipil Fakultas Teknik UGM. Yogyakarta. Yogyakarta: Biro Penerbit Keluarga Mahasiswa Teknik Sipil Fakultas Teknik UGM.
Yuwono, N. 1994. Perancangan Bangunan Jetty, Laboratorium Hidraulika dan Hidrologi. PAU-ITUGM.
Downloads
Additional Files
Published
How to Cite
Issue
Section
License

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