The Technical Capacity of Jetty Structure Analysis of The Lampia Port

Authors

  • Chairul Paotonan Departemen Teknik Kelautan Universitas Hasanuddin
  • Sabaruddin Rahman Departemen Teknik Kelautan Fakultas Teknik Universitas Hasanuddin
  • Ahmad Azwar Mas’ud M Departemen Teknik Kelautan Fakultas Teknik Universitas Hasanuddin
  • Teguh Pairunan Putra Departement Of Ocean Enginering Of Hasanuddin University

DOI:

https://doi.org/10.62012/zl.v1i2.10834

Keywords:

Pier, Loads and Safety Fcctor.

Abstract

PT. Sinergi Perkebunan Nusantara plans to use the Lampia port for shipping of Crude Palm Oil (CPO). Lampia Jetty has more than ten years old so that its carrying capacity against external loads may have decreased. Therefore for the operational safety of the ship, it is necessary to study the engineering capacity of the pier. By knowing the engineeringcapacity of the existing pier, the maximum ship dimensions that can be served by pier can be determined. This study began with the collection of supporting data consisting of ship data, hydro-oceanographic data, bathymetry data, pier structure data and earthquake data. Furthermore, the load calculation that works on the pier consists of dead and live loads, earthquake loads, ship impact loads, current loads, wave loads, ship tensile loads and wind loads. After the load calculation is completed, then the pier modeling is done using SAP2000 software followed by inputting the load using aspecific combination of loading and running model. In this study the dimensions of the ship were varied namely 500 ton, 700 ton, 1000 ton, 2000 ton and 3000 ton. The indicator used in assessing the technical capacity of the pier is the safety factor (SF) as a function of the ship DWT. Based on the results of the strength analysis of the pier structure, it wasfound that the existing pier is capable and safe serving ships with a size of 27 1027 DWT if it uses a safety factor (SF) 1.5. Whereas if use the safety factor (SF) 2.0, the existing pier structure is capable and safe to service ships with a size of ≤ 510 DWT.

Downloads

Download data is not yet available.

References

Rahmatullah, R., Desain Struktur Dermaga Curah Cair 15000 DWT Pada Pelabuhan Pulang Pisau, Palangkaraya, Kalimantan Tengah Dengan Meninjau Pelaksanaan dan Estimasi Anggaran Biaya dimana merencanakan struktur Dermaga dengan kapasitas 15000 DWT, Institut Teknologi Surabaya (ITS) : Surabaya, 2018.

Nainggolan. L., Analisis Daya Dukung dan Pemodelan Struktur Pondasi Bored Pile Bangunan Penghubung Antar Gedung RSBA Jakarta Timur. Institut Pertanian Bogor (IPB) : Bogor. 2015.

Aditya, R et al., Perencanaan Dermaga Pelabuhan Perinstis Windesi Kab. Kepulauan Yapen, Papua.Jurnal Teknik Sipil, Volume 6, Nomor 1, Tahun 2017, 104-113 Online di : http://ejournal-sl.undip.ac.id/index.php/. 2017.

Zahrah, H., 2018. Perencanaan Struktur Atas Dermaga General Cargo Tipe Pier Berkapasitas 10.000 DWT .Universitas Muhammadiyah Sumatera Utara : Medan

Paotonan, Mas’ud, A.M., Survey Kapasitas Teknis Dermaga Pelabuhan Lampia. Proceedings of Seminar Nasional Sains dan Teknologi Kelautan (2019). 2019.

Triatmodjo, B., Teknik Pantai, Beta Offset :Yogjakarta, 1999.

Triatmodjo, B., Perencanaan Pelabuhan, Beta Offset:Yogjakarta, 2010.

Standard Design Criteria For Ports In Indonesia, Direktorat Jenderal Perhubungan Laut, Departemen Perhubungan, 1984.

Sekolah Pascasarjana Unhas, Studi Kelayakan Pembangunan Instalasi Tangki Timbun CPO dan Kernel PT.Sinergi Perkebunan Nusantara, Universitas Hasanuddin : Makassar, 2019.

Puskim. http://puskim.pu.go.id/Aplikasi/desain_spektra_indonesi2011/, 2020.

Published

2020-07-25

How to Cite

[1]
C. Paotonan, S. Rahman, A. A. Mas’ud M, and T. P. Putra, “The Technical Capacity of Jetty Structure Analysis of The Lampia Port ”, zonalaut, vol. 1, no. 2, pp. 49-56, Jul. 2020.

Issue

Section

Port Management and Coastal Of Human Resource Development

Most read articles by the same author(s)