Barawakya, Ida Bagus (2018) Analisa Loaksi Dan Perancangan Fasilitas Sisi Udara Bandar Udara Bali Utara. Undergraduate thesis, Institur Teknologi Sepuluh Nopember.
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Abstract
Jumlah pergerakan pesawat Bandara Ngurah Rai naik 6,1 persen antara tahun 2016-2017. Berdasarkan RTRW Provinsi Bali akan dibangun bandara Bali Utara di daerah Kubutambahan, Buleleng. Oleh karena itu, perlu adanya evaluasi apakah lokasi pembangunan Bandara Bali Utara sesuai dengan Kawasan Keselamatan Operasional Penerbangan dan juga merencanakan fasilitas sisi udara pada Bandara Bali Utara
Pengumpulan data angin dari tahun 2014 hingga 2018 yang didapat dari Iowa State University Enviromental Messonet. Dari analisa data didapat bahwa arah runway adalah 90O. Pada perencanaan fasilitas sisi udara dilakukan pengumpulan data pergerakan penumpang dan pesawat dari tahun 2012 hingga 2016 pada Bandara Ngurah Rai yang di dapat dari PT. Angkasa Pura 2 dan Kementerian Perhubungan Udara, kemudian dilakukan regresi untuk mendapatkan data pergerakan pada 20 tahun mendatang. Dari data historis tersebut dikalikan dengan presentase demand pergerakan penumpang dan pesawat di Bandara Bali Utara yang didapat dari perbandingan tingkat pertumbuhan penghunian hotel di Bali Utara. Presentase yang didapat yakni sebesar 43,3% sehingga pergerakan penumpang pada 20 tahun mendatang sebesar 18.035.382 penumpang dan pergerakan pesawat 100.194 pergerakan. Pesawat rencana yang digunakan adalah Airbus A330-220, karena pesawat ini merupakan pesawat terbesar yang beroperasi di Bandara Ngurah Rai. Dari perhitungan didapat pergerakan pesawat saat jam sibuk ditahun 2038 sebesar 18 pergerakan/jam. Dan presentase pesawat yang beroperasi saat jam sibuk adalah kelas B:10%, kelas C:32%, kelas D:58%.
Pada perencanaan ini didapatkan panjang runway adalah 3700 m dengan lebar runway 66 m termasuk bahu landasan. Dimensi lebar taxiway 25 m dan lebar bahu tiap sisinya sebesar 10 m. Letak exit taxiway sepanjang 3100 m dihitung dari kedua ujung runway dengan sudut 90O, dan luas apron sebesar 106.300 m2. Pada perencanaan tebal perkerasan menggunakan aplikasi FAARFIELD. Didapatkan bahwa tebal perkerasan lentur sebesar 0,5 m – 2,5 m dan tebal perkerasan kaku sebesar 0,8 m – 1 m.
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According to Public Relations of PT Angkasa Pura 1 Ngurah Rai Airport, the number of aircraft movements during January to September 2017 reached 109,850 movements, the number was up 6.1 percent from 2016. With the increasing number of aircraft movement it is necessary to develop the airport. Based on RTRW Bali Province will build North Bali airport in Kubutambahan area, Singaraja to flatten tourism in Bali and also help Ngurah Rai Airport. Therefore, it is necessary to evaluate whether the location of North Bali Airport construction is in accordance with obstacle limitation surfaces and also to plan air side facilities at Bali North Airport.
The wind data collection from 2014 to 2018 was obtained from Iowa State University Enviromental Messonet. Based on the data analysis, it is found that the location of the runway is on 90O with direction east to west. Data related to passenger and aircfraft movement was collected from year 2012-2016, both from PT. Angkasa Pura 1 and Ministry of Transportation which then the data is proceed using regression analysis to get the movement data in 2038. The demand of Bali North Airport is obtained from the historical data of the passenger and aircraft movement at Ngurah Rai Airport. The percentage of passengers and aircraft movement at the North Bali Airport is based on the growth rate of hotel occupancy in North Bali, which is 43.3%. The passengers movement in 2038 for Bali North Airport is 18.035.382 movements and the aircraft movement is 100.194 movements. The aircraft plan for this design is Airbus A330-220, as it is the largest aircraft operating in Ngurah Rai Airport. From the calculation obtained the movement of the plane during rush hour in 2038 for 18 movements/hour. And the percentage of aircraft that operates during peak hours is class B: 10%, class C: 32%, class D: 58%.
In this planning obtained the runway length is 3700 m with 66 m wide runway including shoulder base. The width dimension of taxiway is 25 m and the shoulder width is 10 m each side. The location of exit taxiway is 3100 m measured from both ends of the runway at an angle of 90°, and the apron area is 106.300 m2. In pavement thickness planning using FAARFIELD application. It was found that the thickness of the flexible pavement is 0,5 m – 2,5 m and the rigid pavement thickness is 0,8 m – 1 m.
| Item Type: | Thesis (Undergraduate) |
|---|---|
| Uncontrolled Keywords: | Fasilitas Sisi Udara, KKOP, Bandara Bali Utara, Perkerasan |
| Subjects: | T Technology > TE Highway engineering. Roads and pavements > TE7 Transportation--Planning |
| Divisions: | Faculty of Civil, Environmental, and Geo Engineering > Civil Engineering > 22201-(S1) Undergraduate Theses |
| Depositing User: | Ida Bagus Barawakya |
| Date Deposited: | 07 May 2020 04:05 |
| Last Modified: | 22 Jul 2021 21:35 |
| URI: | http://repository.its.ac.id/id/eprint/57573 |
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