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Wave Analysis Of Breakwater Building Structure In North Kalimantan

Maritime Park: Journal of Maritime Technology and Society · Vol. ume (2022) · pp. 26–32

DOI
10.62012/mp.v1i1.19933
ISSN
2828-6669, 2828-7010
Published
2022-02-28
Publisher
Department of Ocean Engineering, Faculty of Engineering, Hasanuddin University
Language
en
License
creativecommons.org/licenses/by/4.0

Abstract

Natural factors in the form of large sea waves occur on the beach located in Tanjung Aru Village, East Sebatik District, Nunukan, North Kalimantan, causing the beach This area is experiencing a decline in the coastline or what is commonly referred to as coastal erosion. In connection with these conditions, there has been a breakwater detached as an effort to solve this problem to protect coastal areas that are experiencing erosion. But before that, it is necessary to conduct a wave analysis of the design of the breakwater detached to be built. Based on the calculation analysis that has been done, the significant wave height (Hs) is 4,361 meters and the significant wave period (Ts) is 11.173 seconds. The pressure wave force (P) is 27.001 tons and the moment (Mp) is 92.612 tonmeters. Wave height measurements need to be carried out every month throughout the year in order to obtain a more representative picture of wave height. In addition, planning for the construction of breakwater needs to be considered again, especially on the dimensions of the breakwater structure. Moreover, the condition of the sea waves is fully developed.

Keywords

Collaboration network of the authors

23 authors · 72 co-authorship links

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Co-authorOrganisationJoint articles
Chairul PaotonanAffiliation unknown9
Achmad Yasir BaedaAffiliation unknown5
Hasdinar UmarAffiliation unknown5
Taufiqur RachmanAffiliation unknown3
Dwi AgusdiansyahAffiliation unknown2
Abdi KurniawanAffiliation unknown2
Didit Fahrudin Muhamad SalehAffiliation unknown1
Taufiqurrahman TaufiqurrahmanAffiliation unknown1
Ilham AlkhaerAffiliation unknown1
Ahmad Azwar Mas'ud MAffiliation unknown1
Teguh Pairunan PutraAffiliation unknown1
Novrian Yosua TimangAffiliation unknown1
Nur RachmiAffiliation unknown1
Muhammad AksarAffiliation unknown1
Muhammad Arsyad ThahaAffiliation unknown1
Wasir SamadAffiliation unknown1
Alif Hidayat KasimAffiliation unknown1
Deni MulyawanAffiliation unknown1
Maraya Abisurya PatandiananAffiliation unknown1
Ahmad Yasir BaedaAffiliation unknown1
Ratih PurwasihAffiliation unknown1

Affiliations come from OpenAlex; journal OAI-PMH metadata carries none. Authors without an OpenAlex ID are matched by name, which can merge or split people.

Metadata source: OAI-PMH (metadata jurnal) https://journal.unhas.ac.id/index.php/maritimepark/oai, first harvested 2 Nov 2026, last seen 2 Nov 2026.
Original metadata (oai_dc) 
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	<dc:title xml:lang="en">Wave Analysis Of Breakwater Building Structure In North Kalimantan</dc:title>
	<dc:creator xml:lang="en">Rahman, Sabaruddin</dc:creator>
	<dc:creator xml:lang="en">Pairunan, Teguh</dc:creator>
	<dc:subject xml:lang="en">Wave, Breakwater Detached, North Kalimantan</dc:subject>
	<dc:description xml:lang="en">Natural factors in the form of large sea waves occur on the beach located in Tanjung Aru Village, East Sebatik District, Nunukan, North Kalimantan, causing the beach This area is experiencing a decline in the coastline or what is commonly referred to as coastal erosion. In connection with these conditions, there has been a breakwater detached as an effort to solve this problem to protect coastal areas that are experiencing erosion. But before that, it is necessary to conduct a wave analysis of the design of the breakwater detached to be built. Based on the calculation analysis that has been done, the significant wave height (Hs) is 4,361 meters and the significant wave period (Ts) is 11.173 seconds. The pressure wave force (P) is 27.001 tons and the moment (Mp) is 92.612 tonmeters. Wave height measurements need to be carried out every month throughout the year in order to obtain a more representative picture of wave height. In addition, planning for the construction of breakwater needs to be considered again, especially on the dimensions of the breakwater structure. Moreover, the condition of the sea waves is fully developed.</dc:description>
	<dc:publisher xml:lang="en">Department of Ocean Engineering, Faculty of Engineering, Hasanuddin University</dc:publisher>
	<dc:date>2022-02-28</dc:date>
	<dc:type>info:eu-repo/semantics/article</dc:type>
	<dc:type>info:eu-repo/semantics/publishedVersion</dc:type>
	<dc:format>application/pdf</dc:format>
	<dc:identifier>https://journal.unhas.ac.id/index.php/maritimepark/article/view/19933</dc:identifier>
	<dc:identifier>10.62012/mp.v1i1.19933</dc:identifier>
	<dc:source xml:lang="en">Maritime Park: Journal of Maritime Technology and Society; Volume 1, Issue 1, 2022; 26-32</dc:source>
	<dc:source>2828-6669</dc:source>
	<dc:source>2828-7010</dc:source>
	<dc:language>en</dc:language>
	<dc:relation>https://journal.unhas.ac.id/index.php/maritimepark/article/view/19933/10818</dc:relation>
	<dc:rights xml:lang="en">https://creativecommons.org/licenses/by/4.0</dc:rights>
</oai_dc:dc>