Alternative Planning for Safety Building of Namrole Beach in South Buru regency-Maluku
Muhammad Aldin1, Muh Arsyad Thaha2, Mukhsan Putra Hatta3
1Muhammad Aldin, Department of Civil Engineering, Faculty of Engineering, University of Hasanuddin, Makassar, Indonesia.
2Muh Arsyad Thaha, Department of Civil Engineering, Faculty of Engineering, University of Hasanuddin, Makassar, Indonesia.
3Mukhsan Putra Hatta, Department of Civil Engineering, Faculty of Engineering, University of Hasanuddin, Makassar, Indonesia.
Manuscript received on 01 February 2019 | Revised Manuscript received on 07 February 2019 | Manuscript Published on 13 February 2019 | PP: 311-314 | Volume-8 Issue- 4S February 2019 | Retrieval Number: DS2881028419/2019©BEIESP
Open Access | Editorial and Publishing Policies | Cite | Mendeley | Indexing and Abstracting
© The Authors. Blue Eyes Intelligence Engineering and Sciences Publication (BEIESP). This is an open-access article under the CC-BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/)
Abstract: Namrole coast faces erosion problems due to changes in the coastline because of the settlement is near to the coast where the buffer zone has not been planned. Thus, during the wave season, the settlement is within reach of wave run up. The results of the analysis of coastal building selection were carried out by alternative study methods and modeling of coastal buildings using Coastal Engineering Design and Analysis System (CEDAS)-NEMOS application. From the several models of beach building modeled, Seawall was chosen as a coastal protection building with the design characteristics of the foot depth at 0.5 m, wave height rupture at the end of the building 0.4 m, seawall elevation 2.8 MSL and minimum diameter of building foot protection stone of 22 cm.
Keywords: Sea Defence Building, Hindcasting, NEMOS, Seawall, Namrole Beach.
Scope of the Article: Computational Techniques in Civil Engineering