SEDIMENT TRANSPORT MODELING OF LAYOUT LOCATION AND DESIGN FOR UJUNGPANGKAH LOGISTICS TERMINAL PORT
The purpose of this study is to determined port layout location and design recommendations at Delta Pangkah, Ujungpangkah. Delta Pangkah is one of the estuaries of Bengawan Solo River. Recommendations are obtained from the results of sediment transport modeling analysis. Modeling is simulated by...
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| Format: | Theses |
| Language: | Indonesia |
| Online Access: | https://digilib.itb.ac.id/gdl/view/46911 |
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| Institution: | Institut Teknologi Bandung |
| Language: | Indonesia |
| Summary: | The purpose of this study is to determined port layout location and design
recommendations at Delta Pangkah, Ujungpangkah. Delta Pangkah is one of the
estuaries of Bengawan Solo River. Recommendations are obtained from the
results of sediment transport modeling analysis. Modeling is simulated by
numerical methods with the help of Delft 3D Flow software. Modeling is
simulated using two scenarios, the existing scenario and the harbor basin
scenario with duration of 1 year. Based on the result of existing scenario, the
sedimentation rate at Delta Pangkah is 2.009 m/year and at north of Delta
Pangkah is 0.182 m/year. The slower sedimentation rate at north of Delta
Pangkah becomes the initial location of the harbor basin in next scenario. The
harbor basin consists of turning area and channel. Based on the result of harbor
basin scenario, the sedimentation rate at turning area is 0.223 m/year and at
channel is 0.090 m/year. These are indicated by the final depth at the end of
simulation is 7.777 m at turning area and 7.910 m at channel. These depths are
still deeper than the harbor basin minimum depth, which is 7 m. It is concluded
that the location at north of Delta Pangkah is the recommendation location and
design layout for port at Delta Pangkah, Ujungpangkah.
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