SEA SIDE FACILITY AND DRAINAGE SYSTEM DESIGN OF BAKAUHENI PORT CONTAINER TERMINAL
Container terminal of Bakauheni port is planned to fulfill the increase of commodity traffic from and to Sumatera island. As a new port terminal, the drainage system and sea side facility needs to be designed to keep the port operational level at its best. The drainage system design objective is to...
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| Format: | Final Project |
| Language: | Indonesia |
| Online Access: | https://digilib.itb.ac.id/gdl/view/39957 |
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| Institution: | Institut Teknologi Bandung |
| Language: | Indonesia |
| Summary: | Container terminal of Bakauheni port is planned to fulfill the increase of commodity traffic from and to Sumatera island. As a new port terminal, the drainage system and sea side facility needs to be designed to keep the port operational level at its best. The drainage system design objective is to discharge rainwater to the sea, so it will not flood the terminal area. The design of sea side facility also has to ensure that designated vessel can enter and leave port area safely even in low tide condition.
Drainase system design is based on 27 years historical data obtained from Water Resources Research Center (PUSAIR) as the secondary data. Obtained data is processed statistically with Normal Distribution, Log Normal Distribution, Log Pearson III Distribution, or Gumbel Distribution Method. The system is designed to accommodate rainwater with 5 years of return period. Rainfall intensity is calculated with Mononobe equation, and Rational method is used to calculate the runoff discharge. Drainage channel capacity is calculated with Manning equation, and then evaluated with the actual discharge rate. U-ditch concrete precast shape with steel grating cover is used for the system channel.
Sea side facility that is designed includes pier orientation, shipping lane, port basin, turning basin, and the elevation of pier needed. Natural factors that is considered during design process comprise of wind, windwave, tide, and bathymetry character. Based on designated vessel dimension and considered natural factors, the location, orientation, and dimension of facility is obtained.
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