THE DESIGN OF RUNWAY OF NEW YOGYAKARTA INTERNATIONAL AIRPORT

GULTOM, HARY PESTA (2018) THE DESIGN OF RUNWAY OF NEW YOGYAKARTA INTERNATIONAL AIRPORT. S1 thesis, UAJY.

Preview	Text (HALAMAN AWAL) TS150120.pdf Download (3MB) | Preview
Preview	Text (CHAPTER I) TS150121.pdf Download (306kB) | Preview
Preview	Text (CHAPTER II) TS150122.pdf Download (570kB) | Preview
	Text (CHAPTER III) TS150123.pdf Restricted to Registered users only Download (788kB)
	Text (CHAPTER IV) TS150124.pdf Restricted to Registered users only Download (199kB)
	Text (CHAPTER V) TS150125.pdf Restricted to Registered users only Download (647kB)
Preview	Text (CHAPTER VI) TS150126.pdf Download (2MB) | Preview

Abstract

Many people come to Yogyakarta to have a vacation, study, etc. Most of the peoples come from another province to study. This makes the transportation services must handle the big number of peoples who come to Yogyakarta. The Yogyakarta Adisutjipto airport can facilitates the number of people to come to Yogyakarta. But now on, the number is increasing heavily and Adisutjipto airport are no longer to handle that. It is planned to have the new airport to handle the increase number of passenger. But the airport is still has in planning phase. New airport is planned to handle Boeing 747-400. Although, the construction is not yet been constructed, but the design must be planned. According to the International Code Aviation Organization ICAO1, the airport must be in 4E code to build airport to handle the Boeing 747-400. This writing is meant to design, especially in runway. The method will be on survey directly to the area of construction in Temon, Kulon Progo. Another methods is by discussing with the officer in Angkasa Pura 1 who handles the project of the new airport. The survey it self is based on the location of the project. The data is taken from the historical data from Adisutjipto airport, to handle the outter data needed to design the airport. The planning of air side facilities especially runway, taxiway, and apron can handle planes in the future in this case Boeing 747-400. The future passenger is used trendline whereas the time is limited to 2024 (10 years) and the result of passenger arrivals is 5,433,567 passengers and for departure is 5,622,665 passengers, the aeroplane arrivals is 44,759 planes and departures is 44,664 planes and for the baggage loaded is 34,498,407 kg and unloaded is 7,980,865 kg. Air side planning is covers geometric in length and wide of the runway, taxiway, and apron according to requirements in ICAO and Annex-14 Aerodromes and planned plane characteristic where the runways have 3250 x 60 m and 3600 x 60 m, total width of the runway is 200 m consist of runway, and runway shoulder. The width of taxiway is 30 m, taxiway shoulder is 40 m and the taxiway strip is 90 m. Total width of the taxiway is 90 m which consist of the taxiway width, shoulder, and taxiway strip. The length of the apron is 176 m and the width is 2,294 m.

Actions (login required)

View Item