Fahrudin, Iqbal Hanif (2018) Analisa Laju Sedimentasi di Dermaga Domestik PT. Terminal Petikemas Surabaya. Undergraduate thesis, Institut Teknologi Sepuluh Nopember.
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Abstract
PT. Terminal Petikemas Surabaya (TPS) merupakan perusahaan yang bergerak dibidang penyediaan fasilitas petikemas untuk perdagangan domestik maupun internasional. TPS memiliki dua dermaga yaitu Dermaga Domestik dan dermaga internasional. Kedua dermaga tersebut memiliki aktivitas bongkar muat yang sangat padat, sehingga memiliki peran yang vital dalam perekonomian Indonesia. Tetapi fenomena pendangkalan kolam dermaga sering menjadi masalah utama bagi TPS, khususnya pada area Dermaga Domestik. Tingkat sedimentasi yang terjadi di Dermaga Domestik TPS sangatlah tinggi yang diakibatkan oleh kondisi lingkungan sekitar TPS yang kurang menguntungkan. Tugas akhir ini akan membahas mengenai laju sedimentasi yang terjadi di Dermaga Domestik PT. TPS. Data yang diperlukan untuk penelitian ini antara lain data Batimetri Dermaga Domestik TPS, data Batimetri Teluk Lamong, Data pasang surut, serta data sedimen. Permodelan akan dilakukan dengan bntuan software Delft 3D dan Surfer. Setelah dilakukan analisa dengan software surfer, didapatkan rata rata sedimentasi pada tahun 2016 adalah 1.70 meter/tahun. Setelah dilakukan simulasi prediksi sedimentasi dengan Delft 3D, didapatkan bahwa model eksisting memiliki sedimentasi sebesar 1.98 meter/tahun. Sedangkan pada model alternatif, model alternatif 1 adalah model terbaik dimana model 1 memiliki laju sedimentasi sebesar 1.44 meter/tahun.
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PT Terminal Petikemas Surabaya (TPS) is a company that moves in the providing container facility for domestic and international trades. PT. TPS have 2 port, the International Port and Domestic Port which each have 13 and 7.5 meters depth respectively. International Port have length of 1000 meters and Domestic Port have length of 450 meters. Both of the port have the high loading and unloading activity rate, so they have the vital role for indonesian economy. But, the Sedimentation is the biggest problem in Domestic Port. Because the Environmental condition of Domestic Port is less profitable. This practical work report will discuss the sedimentation rate that occurs in Domestic Port of TPS. The Data which is used in this research are Bathymetry of Domestic Port, Bathymetry of Teluk Lamong, Tidal Height, And Sediment data. . This research will use the Delft 3D and Surfer software. After analyzing with Surfer, the sedimentation rate in 2016 is 1.70 meter/year. After the Simulation of sedimentation with Delft 3D, the sedimentation rate of Existing model is 1.98 meter/year. Then, the sedimentation rate of alternative model, the alternative model 1 is 1.44 meter/year. So, we can get the conclusion that the model 1 is better for reducing the sedimentation rate than other alternative model.
| Item Type: | Thesis (Undergraduate) |
|---|---|
| Additional Information: | RSKe 551.303 Fah a-1 3100018074665 |
| Uncontrolled Keywords: | Delft 3D, Dermaga, PT. Terminal Petikemas Surabaya, Sedimentasi |
| Subjects: | T Technology > T Technology (General) T Technology > TC Hydraulic engineering. Ocean engineering T Technology > TC Hydraulic engineering. Ocean engineering > TC175.2 Sediment transport |
| Divisions: | Faculty of Marine Technology (MARTECH) > Ocean Engineering > 38201-(S1) Undergraduate Thesis |
| Depositing User: | Fahrudin Iqbal Hanif |
| Date Deposited: | 22 Mar 2020 01:34 |
| Last Modified: | 22 Mar 2020 01:34 |
| URI: | http://repository.its.ac.id/id/eprint/49715 |
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