Arwa, Rihhadatu Aisy (2020) Perencanaan Drainase Bandar Udara New Yogyakarta International Airport (NYIA) Kec. Temon, Kab. Kulon Progo, Provinsi Daerah Istimewa Yogyakarta. Diploma thesis, Institut Teknologi Sepuluh Nopember.
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Abstract
Bandar Udara New Yogyakarta International Airport adalah bandara baru yang terletak di Kecamatan Temon, Kabupaten Kulon Progo, Provinsi Daerah Istimewa Yogyakarta. Bandar udara harus dilengkapi dengan fasilitas drainase yang memadai. Drainase Bandar Udara New Yogyakarta International Airport adalah salah satu komponen penting dalam perencanaan Bandara. Hal ini memperhatikan pentingnya mangantisipasi adanya banjir pada bandara. Banjir akan menghambat sistem operasional penerbangan serta membahayakan keselamatan penumpang apabila tidak diatasi dengan baik. Perencanaan drainase Bandara meliputi perencanaan drainase pada sisi darat dan sisi udara. Sistem pembuangan drainase pada Bandara akan dibuang ke kedua Sungai. Yaitu pada bagian Barat terdapat Sungai Bogowonto dan pada bagian Timur terdapat Sungai Serang. Masing-masing Sungai akan menerima debit pembuangan dari Bandara NYIA. Perencanaan drainase bandara dimulai dari menghitung Curah Hujan. Kemudian menghitung debit rencana sisi darat dan sisi udara. Perhitungan dilanjutkan pada perhitungan debit kapasitas berdasarkan penampang saluran UDitch yang dipakai. Kemudian menganalisa pertemuan saluran pembuang dengan masing-masing Sungai. =================================================================================================================================
New Yogyakarta International Airport is a new airport located in Temon Sub-district, Kulon Progo Regency, Special region of Yogyakarta. Airports must be equipped with adequate drainage facilities. The drainage of New Yogyakarta International Airport is one of the important components in airport planning. This is due to the importance of anticipation of flooding at the airport. The flood will affect the aviation operating system and will endanger of passengers safety. Airport drainage planning includes drainage planning on the land side and air side. The drainage disposal system at the airport will be discarded to both of rivers. In the west of the Airport there is the Bogowonto River and in the east of the Airport there is the Serang River. Each river will receive a disposal flood discharge from NYIA Airport. The planning starts from calculating rainfall. Then calculate the discharge plan of land side and air side. Calculation is continued on the calculation of discharge capacity based on the section U-Ditch channels used. Then analyze the point of the disposal channel with rivers.
| Item Type: | Thesis (Diploma) |
|---|---|
| Additional Information: | RSIS 627.54 Arw p-1 2020 |
| Uncontrolled Keywords: | Perencanaan Drainase Bandar Udara, Debit Banjir, Sungai Serang, Sungai Bogowonto |
| Subjects: | T Technology > TC Hydraulic engineering. Ocean engineering > TC424 Water levels T Technology > TE Highway engineering. Roads and pavements > TE215 Drainage |
| Divisions: | Faculty of Vocational > Civil Infrastructure Engineering (D4) |
| Depositing User: | Rihhadatu Aisy Arwa |
| Date Deposited: | 03 Jan 2024 08:00 |
| Last Modified: | 03 Jan 2024 08:00 |
| URI: | http://repository.its.ac.id/id/eprint/74486 |
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