Pengaruh Konfigurasi Terumbu Buatan Bentuk Heksagonal pada Kemampuan Peredaman Gelombang
Abstract
An artificial reef is a structure that is placed underwater and functions as a natural coral reef. Apart from being an artificial reef, the function of artificial reefs is also as a submerged breakwater. As a breakwater, it is necessary to know the level of effectiveness in reducing waves and the impact of scouring arising from the laying of artificial reef structures. This research was conducted to determine the correlation between the ability of wave attenuation to the depth of scouring due to variations in laying (structure gap distance) and variations in waves on artificial reefs in hexagonal shape with a scale model of 1:10. From the results of research conducted at the Marine Energy Laboratory of the Department of Marine Engineering, FTK ITS obtained, for laying structures with a gap of 1D, they have better wave attenuation capabilities with a small maximum scouring depth, namely with a Kt value of 0.844 and a scouring depth of 3 cm. For the laying of the structure with a distance of 0D, it has a greater value of transmission coefficient (Kt), which is 0.911 with a greater value of the maximum scouring depth, which is 3.5 cm.
Keywords
Full Text:
PDF (Bahasa Indonesia)References
Armono, H. D. (2004). Artificial Reefs as Shoreline Protection Structures. Seminar Teori Dan Aplikasi Teknologi Kelautan IV, iii, 1–14.
Bleck, M. (2003). Hydraulic Performance of Artificial Reefs Exemplarily for a Rectangular Structure. November 2003. http://www.biblio.tu-bs.de
Dwito Armono, H., & Wirayuhanto, H. (2018). Experimental study of scouring characteristic around hexagonal artificial reef. MATEC Web of Conferences, 177, 1–10. https://doi.org/10.1051/matecconf/201817701009
Hales, L. Z. (1980). Erosion Control of Scour During Construction. Technical Report - US Army Engineer Waterways Experiment Station, HL-80-3.
Harris. (2009). Artificial reefs for ecosystem restoration and coastal erosion protection with aquaculture and recreational amenities. Reef Journal, 1(1), 1–12.
http://www.artificialreef.com/reefball.org/album/==) Non-Geographic defined Photos/artificialreefscientificpapers/2006JulyLEHRBpaper.pdf
Harris, L. E. (1995). Engineering design of artificial reefs. Oceans Conference Record (IEEE), 1, 1139–1148. https://doi.org/10.1109/oceans.1995.528585
Hughes, S. A. (2001). Design of Maritime Structures: Scour and Scour Protection. U.S. Army, Corps of Engineers Coastal Engineering Research Centre. http://link.springer.com/10.1007/s40808-016-0188-5
Lee, C. P., Ker, W. K., & You, J. R. (2003). Wave field with a submerged porous breakwater. Journal of the Chinese Institute of Engineers, Transactions of the Chinese Institute of Engineers,Series A/Chung-Kuo Kung Ch’eng Hsuch K’an, 26(3), 333–342. https://doi.org/10.1080/02533839.2003.9670785
Sankarbabu, K., Sannasiraj, S. A., & Sundar, V. (2008). Hydrodynamic performance of a dual cylindrical caisson breakwater. Coastal Engineering, 55(6), 431–446. https://doi.org/10.1016/j.coastaleng.2007.12.007
Young, D. M., & Testik, F. Y. (2009). Onshore scour characteristics around submerged vertical and semicircular breakwaters. Coastal Engineering, 56(8), 868–875. https://doi.org/10.1016/j.coastaleng.2009.04.003
Zulkarnain, Z., & 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. https://doi.org/10.35334/be.v1i2.600
DOI
https://doi.org/10.21107/rekayasa.v14i1.10042Metrics
Refbacks
- There are currently no refbacks.
Copyright (c) 2021 Harish Wirayuhanto, Haryo Dwito Armono
This work is licensed under a Creative Commons Attribution-ShareAlike 4.0 International License.