Analisa Dan Pemodelan Rencana Pengembangan Kapasitas Terminal Petikemas (Studi Kasus Terminal Nilam, Pt.Pelindo Iii, Cabang Tanjung Perak Surabaya)

Batubara, Kasman (2016) Analisa Dan Pemodelan Rencana Pengembangan Kapasitas Terminal Petikemas (Studi Kasus Terminal Nilam, Pt.Pelindo Iii, Cabang Tanjung Perak Surabaya). Undergraduate thesis, Institut Teknologi Sepuluh Nopember Surabaya.

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Abstract

Terminal Nilam Timur salah satu terminal Domestic handalan pelabuhan Tanjung Perak. Terminal Nilam atau Terminal Multipurpose ini berada di arah barat dari arah pelabuhan ujung. Sampai saat ini rata-rata kedatangan kapal per bulannya mencapai 46 kapal dan jumlah produksi petikemas mencapai 21.567 box/bulan. PT. Pelindo III berencana mengembangkan kapasitas Terminal Nilam sebesar 20%. Untuk mengatasi kedatangan kapal yang cukup tinggi yang nantinya akan menyebabkan terjadinya antrian kapal maka perlu dilakukan evaluasi pengembangan infrastruktur dan fungsi Terminal. Kemungkinan terjadinya antrian kapal disebabkan oleh lamanya waktu bongkar muat karena minimnya alat yang digunakan, dan kurangnya area Container yard. Maka dari itu tugas akhir ini bertujuan memodelkan proses bongka rmuat di terminal tersebut dengan bantuan software simulasi. Dan membuat beberapa solusi alternative untuk mengurangi waiting time dan antrian kapal. Metode perencanaan pengembangan terminal petikemas ini dibahas dan disimulasikan dengan menggunakan metode simulasi. Pertama membuat model awal yang berfungsi sebagai model referensi. Data Inputan yang di pakai dalam simulasi ini diambil di Terminal Nilam. Data yang diambil meliputi data kedatangan kapal, data jumlah produksi, lay out dermaga, fasilitas bongkar muat dan kapasitasnya, jumlah truk pengangkut, luas area Container yard dan kapasitasnya. Kemudian melakukan verifikasi model awal apakah sudah sesuai untuk mewakili sistem bongkar muat dengan keadaan sebenarnya. Jika model awal sudah dapat berjalan pada simulator dengan baik, selanjutnya membuat beberapa model sesuai dengan variasi penambahan fasilitas bongkar muat yang sudah direncanakan. Variasi yang diberikan meliputi penambahan Container Crane, penambahan truk, penambahan area Container yard, dan mengatur waktu pengambilan Container dari yard untuk dibawa keluar terminal. Dari penulisan Tugas Akhir ini, diperoleh alternatif yang terbaik untuk mengurangi antrian kapal di terminal nilam yaitu dengan menambah jumlah alat bongkar muat petikemas Container Crane(CC) 1 unit, Rubber Tyred Gantry (RTG) 1 unit dan menambah area Container yard seluas 0.4 Ha. Alternatif ini dapat menurunkan waktu antrian mencapai 20 jam dari model referensi =============================================================================================== East Nilam terminal is one of Domestic terminal port of Tanjung Perak. Nilam terminal or Multipurpose Terminal is located at the west end of the harbor. Until now, the average ship arrivals per month to reach 46 ships and total production reached 21 567 container box / month. PT. Pelindo III plans to expand capacity by 20% Terminal Nilam. To cope with the arrival of the vessel high enough that would cause the vessel queue is necessary to evaluate the development of infrastructure and terminal functions. The possibility of the ship queue caused by the length of time loading and unloading because the lack of tools that are used, and the lack of Container yard area. Therefore this paper aims to model the process of loading and unloading at the terminal with the help of simulation software. And made some alternative solutions to reduce the waiting time and queues ship. Container terminal development planning methods are discussed and simulated using simulation methods. First step is to create the initial model that serves as a reference model. Input data which is use for the simulation is taken at Terminal Nilam. The data includes captured ship arrivals, data on the number of production, lay out the docks, loading and unloading facilities and capacity, the number of trucks, container yard area and capacity. Then the next steps is to verify the initial model that already in line to represent the loading and unloading system with the real situation. If the initial model is able to run on the simulator well, then make several models according to variations in the addition of loading and unloading facilities are already planned. Variations provided include the addition of container cranes, truck additions, additional container yard area, and set the capture time from the container yard to carry out the terminal. From the writing of this paper, we obtained the best alternative to reduce queues ship terminal patchouli is to increase the number of loading and unloading equipment container ie Container Crane (CC) 1 unit, Rubber Tyred Gantry (RTG) 1 unit and add area Container yard area of 0.4 Ha. These alternatives can reduce the queuing time up to 20 hours from the reference model

Item Type: Thesis (Undergraduate)
Additional Information: RSM 367.164 Bat a
Uncontrolled Keywords: Kinerja terminal Petikemas, Simulasi, waktu antrian, model skenario
Subjects: T Technology > TC Hydraulic engineering. Ocean engineering > TC357 Harbor Engineering. Piers, quays, and wharves
Divisions: Faculty of Industrial Technology > Mechanical Engineering > 21201-(S1) Undergraduate Thesis
Depositing User: EKO BUDI RAHARJO
Date Deposited: 02 Jul 2020 00:21
Last Modified: 02 Jul 2020 00:21
URI: http://repository.its.ac.id/id/eprint/76276

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