DESIGN OF LIQUID BULK PORT FOR CAMPLONG FUEL TERMINAL IN SOUTH REGION OF MADURA

• Main Author: Tafindya Putri, Pradipta
• Format: Final Project
• Language: Indonesia
• Subjects: Berbagai Invertebrata laut dan pantai
• Online Access: https://digilib.itb.ac.id/gdl/view/57167
• Institution: Institut Teknologi Bandung

Indonesia is a maritime country and holds the title as the largest archipelagic country in the world. In order to connect thousand islands in Indonesia, the construction of port was carried out to accommodate the needs of the local community. One of the most important commodities that are distributed by sea transportation through the jetty is fuel oil. These needs became the basis to design the liquid bulk port for Camplong fuel terminal, which is located in Camplong District, Sampang Regency, Madura, East Java. This Final Project will describe about the design of a dolphin type berth structure that aims to assist the loading and unloading activities of bulk commodities, especially fuel commodity. The design of the wharf structure refers to design standards, such as OCDI (2009), design criteria from the Indonesian National Standard (SNI), British Standard, and American Society of Civil Engineers (ASCE) standard. The design consists of four main structural components, which is loading platform, breasting dolphin, mooring dolphin, and trestle structure. The scope of this Final Project includes collect and process environmental and berth operational data, create the preliminary design of the structure, and structure analysis using software SAP 2000. The output from SAP 2000 consists of UCR value, structure deflection, internal force of beam and plate, and base reaction of piles. In this Final Project, berth structure is designed to have UCR value between 0,7 until 1,0. The deflection of the structure are need to be designed within the permissible values. The internal force of beam and plate is used as the basis for structural reinforcement design and the base reaction is used for geotechnical analysis. The designed has an overall length of 17,5 m with a width of 13,5 m for loading platform structure, overall length of 49,5 m with a width of 5,5 m for trestle structure, overall length and width of 6 m for breasting dolphin structure, also overall length and width of 4 m for mooring dolphin structure. All of structures have the elevation of +5 m above the lowest tidal elevation. The structural element consists of slab, beam, pile cap, and pile. Based on the optimized design, the steel pipe pile with a diameter of 600 mm and wall thickness of 11 mm is used for loading platform and wall thickness of 9 mm is used for trestle. Also, the steel pipe pile with a diameter of 700 mm and wall thickness of 16 mm is used for breasting dolphin and wall thickness of 20 mm is used for mooring dolphin. The steel piles for loading platform are piled to a depth of 24 m below seabed, for breasting dolphin and mooring dolphin are piled to a depth of 18 m below seabed, and for trestle are piled to a depth of 10 m below seabed. Final results of this Final Project consist of dimensions of the four main structure (loading platform, breasting dolphin, mooring dolphin, and trestle), structural reinforcement design, and piling depth.