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All Journal NALARs Jurnal Ilmiah Rekayasa Sipil RADIAL: JuRnal PerADaban SaIns RekAyasan dan TeknoLogi Inersia : Jurnal Teknik Sipil Jurnal Pengabdian Masyarakat Asia
Besperi Besperi
Universitas Bengkulu
Arts Humanities Civil Engineering, Building, Construction & Architecture Computer Science & IT Economics, Econometrics & Finance Other

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ANALISIS GELOMBANG TERHADAP STRUKTUR BANGUNAN BREAKWATER TEGAK PANTAI TAPAK PADERI BENGKULU Besperi Besperi; Agustin Gunawan; Mawardi Mawardi
Inersia: Jurnal Teknik Sipil Vol 6, No 2 (2014)
Publisher : Universitas Bengkulu

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (573.067 KB) | DOI: 10.33369/ijts.6.2.21-30

Abstract

This research is aimed to find out characteristic of waves and significant wave happened in breakwater building as the reference in analyzing the dimension of standing breakwater type. The researcher used wind data analysis and visual measurement of wave. Based on the analysis, the researcher found that the waves were fully developed seas condition. This condition was caused by fetch value which was long enough, so the height of wave reached maximum value. The lengths of fetch was 200 km and the significant height of wave (Hs) was 2,85 meters and the significant wave period (Ts) was 8,48 seconds. The stress force (p) was 46,274 tons and the moment (Mp) was 185,094 tonmeters. The lift force (U) was 11,674 ton and the moment (Mu) was 31,131 tonmeter.
DESAIN BREAKWATER SISI MIRING SEBAGAI UPAYA MENGANTISIPASI LIMPASAN AIR LAUT PADA BANGUNAN REVETMENT DI PANTAI MALABERO KOTA BENGKULU Welendri Yannovita; Besperi Besperi; Gusta Gunawan
Inersia: Jurnal Teknik Sipil Vol. 9 No. 2 (2017)
Publisher : Universitas Bengkulu

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (660.509 KB) | DOI: 10.33369/ijts.9.2.1-10

Abstract

This research aims to desaign of sideways breakwater as an effort to anticipate the water  overflow On The Revetment Building At Malabero Beach Bengkulu City. The data used is primary data and secondary data. Primary Data Processing Method Used in Field Direct Namely Collection (Hs and Ts), while the secondary data analysis method using wind data, analysis data tides and topography. The results of the breakwater have the elevation 0f 5,55m, width 3,71 m on the head and 3,91 m on the arms. Weight unit protective cover breakwater head W=3,31 tons, W/10=331 kg, W/200=16 kg and the arms W= 3,87tons,  W/10=387 kg,W/200= 19 kg. With 13 and 12 slides of cover in each 10 m on the head and arm.
Co-Authors Aditta Setio Rahayu Agustin Gunawan Anggun Lia Anestri Anis Septia Rahayu Annisa Fitria Edriani Arief Fahmi Atik Prihatiningrum Bagus Prasetya Dwiki Nadita Fadli Arif Maulana Fanny Dwiyulitasari Edwar Gusta Gunawan Gusta Gunawan Gunawan Khairul Amri Kurnia Iriani Lindung Zalbuin Mase Liza Purnama Makmun R. Razali MAKMUN REZA RAZALI Mawardi Mawardi mawardi mawardi Muhammad Ali Muhammad Fauzi Panji Anom Ramawangsa Prima Nadia Redho Muktadir Rena Misliniyati Robet Firmansyah Septi Kurnia Hayati Romah Syafrizal Budi Artha Welendri Yannovita