Artikel Jurnal :: Kembali

Artikel Jurnal :: Kembali

Model fisik redaman energi gelombang dengan breakwater tiang

Juventus Welly Ginting, Ida Ayu Irawati Diah Ratna Putra, Eduardo Meyrianso Simanjuntak (Kementerian Pekerjaan Umum dan Perumahan Rakyat, 2019)

 Abstrak

ABSTRAK
Breakwaters is one of type coastal structure that is mainly used as part for coastal protection purposes. Among the various types of breakwaters, likely rigid and hollow vertical pole types are one of the alternative structures for coastal protection. The utilization of this structure usually in the port area or in marina which protrudes into the sea. The pile breakwater test was carried out at laboratory experimental station for coastal engineering Buleleng Bali, on a scale of 1:10. This trial was carried out using pile materials using PVC pipes with a diameter of 6 cm. Scaling of this model is based on the piles used in the project sea dike stage A-NCICD. In testing this physical model several variations were carried out such as tata letak variation (N), wave height (h), wave period (t), distance between piles (columns) relative to diameter (B/D), and distance between piles (row) relative to diameter (b / D). Based on the test results obtained the optimal stacking configuration to reduce wave energy is a configuration with pole configuration B / D = 1; b / D = 0.5

 Metadata

Jenis Koleksi : Artikel Jurnal
No. Panggil : 627 JTHID 10:1 (2019)
Entri utama-Nama orang :
Entri tambahan-Nama orang :
Penerbitan : Bandung : Kementerian Pekerjaan Umum dan Perumahan Rakyat, 2019
Sumber Pengatalogan : LibUI ind rda
ISSN : 20873611
Majalah/Jurnal : Jurnal Teknik Hidraulik
Volume : Vol. 10, No. 1 Juni 2019: Hal. 55 - 70
Tipe Konten : text
Tipe Media : unmediated (rda media)
Tipe Carrier : volume
Akses Elektronik :
Institusi Pemilik : Universitas Indonesia
Lokasi : Perpustakaan UI, Lantai 4, R. Koleksi Jurnal
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No. Panggil No. Barkod Ketersediaan
627 JTHID 10:1 (2019) 03-19-226902050 TERSEDIA
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