DESIGN OF AIRSIDE FACILITY DEVELOPMENT OF SYAMSUDIN NOOR AIRPORT, BANJARMASIN, SOUTH KALIMANTAN

• Main Author: Chaliqi Taufiq, Luthfi
• Format: Final Project
• Language: Indonesia
• Subjects: Teknik (Rekayasa, enjinering dan kegiatan berkaitan)
• Online Access: https://digilib.itb.ac.id/gdl/view/45077
• Institution: Institut Teknologi Bandung

Development of airside geometrical and structural fasility of Syamsudin Noor Airport (BSN), Banjarmasin, South Kalimantan is necessary to respond the increasing number of passengers and aircraft movement. The determination of the level of airside facility development of BSN is primarily based on the prediction of the future generated number of daily passengers, which is predicted using analitical method of stepwise-type 1 by considering the socioeconomical factors of the airport’s hynterland-Banjarmasin. The estimated number of future daily passenger movements will then determine the type and size of the aircraft that might be operated by the airlines, the traffic volumes at peak hour, and eventually the magnitude and design of the airside geometrical and structural facility expansion in accordance with FAA and ICAO standard and regulations. The critical aircraft used in geometrical design of the airside facility is Airbus A330- 300 aircraft which classified into AAC (Aircraft Approach Category) D, ADG (Airport Design Group) V and TDG (Taxiway Design Group) 6. The airside facility development designed to accomodate the increasing number of passenger movements within 20 year from the year which the existing capacity exceeded. From the air traffic forecasting process, it is known that the existing capacity exceeded at year 2016. Thus, the development of the airside facility designed to accomodate the number of traffic untill year 2036. The number of daily passenger at year 2036 is 46.031 pax with 21 aircraft on ground at peak hour. The result of the geometrical design include the expansion of new apron area, the construction of two new exit taxiway, one full parallel taxiway, and the extension of existing ii runway 500 m to the east to extend the flight distance of the operating aircraft, especially a direct flight from Banjarmasin to Jeddah (JED). The pavement structure designed to accomodate the equivalent number of departing aircraft within 20 year lifetime. The structural design then evaluated using ACN-PCN (Aircraft Classification Number-Pavement Classification Number) method. The declared PCN value of runway, taxiway, and apron is 140/F/D/X/T, 91/R/B/X/T, and 94/R/B/X/T, respectively. The drainage of the development area is designed based on 5-year event storm. The marking of the airside facility is adjusted to the geometrical design output.