ANALISIS BANGUNAN REVETMENT TERHADAP TINGGI GELOMBANG DI PANTAI BERKAS KOTA BENGKULU

Dina, Anggista and Muhammad, Fauzi and Besperi, Besperi ANALISIS BANGUNAN REVETMENT TERHADAP TINGGI GELOMBANG DI PANTAI BERKAS KOTA BENGKULU. In: PROSIDING CIVIL ENGINEERING AND BUILT ENVIRONMENT CONFERENCE (CEBEC) 2019. UNIB Press, Bengkulu, pp. 100-110. ISBN 978-602-5830-08-2

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Abstract

The purpose of this study was to analyze the revetment buildings that are in accordance with coastal conditions and not change building materials with new materials to prevent and minimize the possibility of greater overtopping and cause damage / collapse of the building. Data used were secondary data including data on wind over the last ten years (2009-2018) and data on tide for five years (2014-2018) obtained from Meteorology, Climatology and Gheophysics Agency. The primary data including field observation and measurement. The result based on counting, it is found high of the significant wave 3,58 meters,the period of the significant wave is 9,24 second, height at elevation is 7.311 meters, the planned water level is 2.16 meters, the width of the peak of the revetment breaker is 4.154 meters. The weight of the outside protection W is 14,135 tons and the thickness of the protective layer is 4,154 meters. The weight of the second protection is 1414 kg. the thickness of the second protection is 1.928 meters. The weight of the core layer is 71 kg. The weight of the revetment pavement is 1414 kg. The amount of layer protection in 10 m2 is 5. The comparison between the dimensions of calculation and the existing dimensions shows that the dimensions of calculation is larger than existing dimensions.

Item Type: Book Section
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
Divisions: Faculty of Engineering > Department of Civil Engineering
Depositing User: Ms Manis Sw
Date Deposited: 24 Dec 2019 14:25
Last Modified: 24 Dec 2019 14:25
URI: http://repository.unib.ac.id/id/eprint/20478

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