Pramitaasih, Raddina Ayu (2025) Desain Konseptual dan Pola Operasi Lapangan Penumpukan Terapung untuk Angkutan Sungai: Studi Kasus Pelabuhan Boom Baru, Palembang. Other thesis, Institut Teknologi Sepuluh Nopember.
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Abstract
Terminal Peti Kemas (TPK) Pelabuhan Boom Baru memiliki lapangan penumpukan dengan kapasitas maksimum sebesar 3.506 TEUS. Dengan memperhatikan pertumbuhan peti kemas yang akan bertambah, kapasitas TPK Pelabuhan Boom Baru tidak dapat diperluas akibat keterbatasan lahan. Pada tahun 2023, terdapat satu hari lapangan penumpukan melebihi kapasitas tersedia. Kelebihan tersebut sebesar 55 TEUS atau dibutuhkan perluasan 11 m2. Meninjau keterbatasan lahan, maka dibutuhkan lapangan penumpukan terapung. Penelitian ini bertujuan untuk mengetahui ukuran utama dan pola operasi dari lapangan penumpukan terapung untuk tahun peramalan yaitu tahun 2030 – 2039. Metode yang digunakan pada penelitian ini metode regresi linear, optimasi, dan Cost Benefit Analysis (CBA). Didapatkan hasil bahwa Yard Occupancy Ratio (YOR) pada tahun permalan mecapai 91%, sehingga membutuhkan perluasan sebesar 753 TEUS atau 5.886 m2. Hasil optimasi lapangan penumpukan terpaung yang berupa barge memiliki ukuran panjang (LPP) 123,44 meter, lebar (B) 21,71 meter, tinggi (H) 9,27 meter, dan sarat (T) 6,25 meter. Dua skenario pola operasi yaitu dengan menggunakan (i) barge dengan floating crane, serta (ii) SPCB (Self-Propelled Container Barge) dengan crane. Keduanya melakukan bongkar muat ke pelabuhan dengan batasan dwelling time maksimum sehingga didapatkan frekuensi tiap tahun sebanyak 5 kali. Waktu yang dibutuhkan barge untuk bongkar muat yaitu 26,93 jam, sedangkan SPCB 14,83 jam. Kelayakan yang didapat barge yaitu 1,12, sedangkan SPCB 0,51.
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Container Terminal (TPK) Boom Baru Port has container yard with a maximum capacity of 3.506 TEUS. Due to the continuous growth in container volume, the TPK Capacity at Boom Baru Port cannot be expanded further because of limited land availability. In 2023, there was one day when the container yard exceeded its available capacity, with an excess of 55 TEUS, requiring an expansion of 11 m2. Given the land constraints, a floating container yard is considered necessary. This research aims to determine the main dimensions and operating pattern of the floating container yard for the forecast period, 2023 – 2039. The methods used in this research include linear regression, optimization, and Cost Benefit Analysis (CBA). The results indicate that the Yard Occupancy Ratio (YOR) for the forecast period is expected to reach 91%, necessitating an expansion of 753 TEUS or 5.886 m2. The optimized design of the floating container yard, in the form of a barge, includes the following dimensions length (LPP) of 123,44 meters, width (B) of 21,71 meters, height (H) of 9,27 meters, and draught (T) of 6,25 meters. Two operational scenarios were evaluated (i) barge with a floating crane (ii) SPCB (Self-Propelled Container Barge) equipped with a crane. Both scenarios involve loading and unloading at the port, adhering to a maximum dwelling time limit, with a required frequency of 5 cycles a year. The time needed for loading and unloading is 26,93 hours for the barge, while the SPCB requires 14,83 hours. The feasibility analysis results show a feasibility score of 1,12 for the barge, while the SPCB has a score of 0,51.
Item Type: | Thesis (Other) |
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Uncontrolled Keywords: | Lapangan Penumpukan Terapung, Desain Konseptual, Optimasi, Regresi =========================================================== Floating Container Yard, Conceptual Design, Optimization, Regression |
Subjects: | V Naval Science > V Naval Science (General) V Naval Science > VM Naval architecture. Shipbuilding. Marine engineering |
Divisions: | Faculty of Marine Technology (MARTECH) > Sea Transportation Engineering > 21207-(S1) Undergraduate Thesis |
Depositing User: | Raddina Ayu Pramitaasih |
Date Deposited: | 06 Feb 2025 00:44 |
Last Modified: | 06 Feb 2025 00:44 |
URI: | http://repository.its.ac.id/id/eprint/118243 |
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