DESIGN OF WATER PARTS AT KAMPUNG BAHARI TAMBAK LOROK FISH PORT

• Main Author: Nurhajri Sidi, Aldy
• Format: Final Project
• Language: Indonesia
• Online Access: https://digilib.itb.ac.id/gdl/view/71284
• Institution: Institut Teknologi Bandung

At this time, the condition of the Tambak Lorok Fish Port is still very simple and has not been equipped with port facilities such as a breakwater. The calm condition of the waters at the port is a very important factor for fishing boats to do mooring activities and loading-unloading of fish catches. Because it has not been equipped with a breakwater structure, the result is that the wave height in the port does not meet the predetermined requirements which can potentially disrupt ship activities around the port. Then shipping lanes and port pools will be designed to accommodate ship movements so that they can operate properly and safely. The design criteria used include bathymetry data for the study location, hydro- oceanographic data, vessel data, and an analysis of the needs of water facilities at the study location. The design of the breakwater structure will use Delft3D software for wave modeling in the existing and planned layouts. Shipping lanes will be planned in width, depth and alignment of shipping lanes. The port pool will be planned with the radius of the rotary pool and the depth of the port pool. According to the design results, the breakwaters on the North and Northwest sides of Tambak Lorok Port are effective in protecting Tambak Lorok Port. The breakwater is planned to use a sloping side building type (rubblemound) with a structural slope of 1:2 for the side facing the port and the sea. The constituent materials used are tetrapods and quarrystone. The breakwater structure on the Northwest side has a length of 650 m, a crest width of 2 m, a height of 5.66 m, and a crest elevation of +2.66 m. The breakwater structure on the North side has a length of 300 m, a crest width of 3 m, a height of 5.75 m, and a crest elevation of +2.75 m. The shipping lanes is planned to have two lanes with a width of 30 m and a depth of 3 m. The port pool is planned to have a depth of 3 m and is equipped with a rotating pool with a radius of 20.25 m.