ANALISIS FASILITAS SISI UDARA BANDAR UDARA FATMAWATI SOEKARNO PROPINSI BENGKULU

• Main Authors: , Riang Adeko, , Prof. Dr. Ir. Hary Christady Hardiyatmo, M.Eng., DEA
• Format: Theses and Dissertations NonPeerReviewed
• Published: [Yogyakarta] : Universitas Gadjah Mada 2013
• Subjects: ETD
• Online Access: https://repository.ugm.ac.id/122652/; http://etd.ugm.ac.id/index.php?mod=penelitian_detail&sub=PenelitianDetail&act=view&typ=html&buku_id=62755
• Institution: Universitas Gadjah Mada

Fatmawati Soekarno Airport in Bengkulu province is one of the airports that are under the Directorate General of Civil Aviation, Ministry of Transport of the Republic of Indonesia, Bengkulu provincial government planned to do the development to provide optimal care in the future so as to manifest an airport of international standard and as an airport evacuation. Passengers and aircraft movements in the future could trigger a decline in the performance of airport operations, to address runway analysis, taxiways, and aprons, with aircraft that have no plan B 737-400 and B 737-900 ER. The research is based on some supporting data used to analyze the data obtained from secondary data and the results of the literature study methods such as ICAO, FAA and some formulations of JICA which is then used to determine the runway length, runway width, length taxiway, taxiway width, capacity apron, apron dimensions, passenger movement and aircraft next 20 years along with a thick layer of pavement is planned so that the aircraft in accordance with the requirements of the plan. The analysis shows that the existing runway length of 2,250 m is still fit for use to serve the needs of the B 737-400 and B 737-900 ER with a service life of 20 years. Runway width corresponding ICAO and FAA required by 45 m and the existing condition of equal magnitude 45 m. Taxiway width in accordance with the standards of ICAO and FAA flight plan at 15 m and 23 m, while eksistingnya 23 m and 26 m, Dimension apron for aircraft plans of 423 mx 115 m while eksistingnya 375 mx 80 m. Condition of existing foundation is still fit for use by up to 20 years with the largest B 737-900 ER aircraft, so that the airports do not need the addition of a thick layer of pavement (overlay).