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ITS » Undergraduate Theses » Teknik Sipil
Posted by taujack@its.ac.id at 20/04/2011 14:40:28  •  2389 Views


PENENTUAN JUMLAH EXIT TAXIWAY BERDASARKAN VARIASI JENIS PESAWAT DAN KERAPATAN JADWAL PENERBANGAN PADA BANDARA INTERNASIONAL JUANDA SURABAYA

EVALUATION OF EXIT TAXIWAY BASED ON AIRCRAFT TYPES AND FLIGHT SCHEDULE IN JUANDA INTERNATIONAL AIRPORT SURABAYA

Author :
Pangnguriseng, Zadly Andi  ( 3105100133 )




ABSTRAK

Tiap jenis pesawat memiliki spesifikasi dan kemampuan teknis yang berbeda-beda antara lain dalam hal penggunaan runway dan kecepatan pesawat saat landing. Lokasi exit taxiway dipilih sedemikian rupa sehingga tiap-tiap jenis pesawat memperoleh titik yang ideal untuk keluar dari runway. Tugas Akhir ini mencoba menentukan jumlah kebutuhan exit taxiway berdasarkan karakteristik operasional suatu bandara. Karakteristik tersebut meliputi jenis pesawat yang beroperasi secara simultan jadwal penerbangan dan arah pergerakan. Jenis pesawat berpangaruh pada approach speed dan runway occupancy time juga prosentase arrival dan departure. Jadwal penerbangan diperlukan dalam analisa penentuan prioritas pengguna runway. Umumnya arrival diprioritaskan lebih dahulu apabila waktunya berdekatan atau hampir sama dengan departure. Yang dimaksud dengan arah pergerakan adalah arah pergerakan di runway yang disesuaikan dengan arah angin. Tugas Akhir ini akan menganalisa jumlah kebutuhan runway dengan membandingkan hasil analisa secara teoritis dan aktual seperti yang dihasilkan Tugas Akhir sebelumnya. Perhitungan secara numerikal dengan memasukkan rumus kecepatan pesawat saat landing. Dari perhitungan tersebut akan dievaluasi apakah exit taxiway sudah memenuhi kebutuhan terutama dengan adanya aircraft baru yang mempunyai karakteristik berbeda. Dari hasil perhitungan Tugas Akhir ini dapat diketahui bahwa untuk kondisi penerbangan normal Bandara Juanda Surabaya mampu menghasilkan kapasitas runway sebesar 47 operasi pesawat pada saat jam puncak peak hour baik operasi kedatangan arrivals maupun keberangkatan departures. Sementara pada Musim Haji runway sudah tidak mampu mengakomodasi pesawat yang berangkat dan hanya menghasilkan kapasitas sebesar 32 operasi kedatangan pada saat jam puncak peak hour. Untuk bisa memberangkatkan pesawat perlu diadakan perubahan lokasi atau penambahan jumlah exit taxiway pada jarak 2040 m dari ujung Runway 10 dengan sudut 300.


ABSTRACT

Aircraft types had different technical specifications and capabilities such as runway occupancy time and landing speed. The location of exit taxiway should be chosen to get the ideal point to exit from the runway. This Final Project will try to determine the number of exit taxiway requirements based on operational characteristics of an airport include type of aircraft that operate simultaneously flight schedules and direction of movement. Type of aircraft speed influent on the approach speed runway occupancy time and percentages arrival or departure. Flight schedules required to determine the priority of runway users. Arrivals generally prioritized in advance if arrival time is similar to adjacent or departure. The direction of movement is a movement in runway adjusted by the direction of the wind. This Final Project will analyze the needs of the runway by comparing the results of theoretical analysis and actual results as the previous final. Numerical calculations by entering the approach speed formula while landing. From these calculations will be evaluated whether they fulfill the needs of exit taxiway especially with the new aircraft that have different characteristics. From the final results it is known that runway capacity for normal flight conditions in Surabaya Juanda amounted to 47 aircraft operating at peak hour peak hour consists of the arrival and departure. While the Hajj season runway was not able to accommodate aircraft departures and only produces a total capacity of 32 arrivals aircraft operating at peak hour peak hour. To be able to dispatch the aircraft there should be a change of location or increasing the number of exit taxiway at a distance of 2040 m from the end of Runway 10 with 300 angles.



Keywordsexit taxiway; kapasitas runway; Bandara Internasional Juanda
 
Subject:  Teknik Bangunan
Contributor
  1. Hera Widiyastuti, Ir., MT.
  2. Istiar, ST, MT.
Date Create: 19/04/2011
Type: Text
Format: pdf
Language: Indonesian
Identifier: ITS-Undergraduate-3100010041631
Collection ID: 3100010041631
Call Number: RSS 690.539 Pan p


Source
Undergraduate Thesis, Civil Engineering, RSS 690.539 Pan p, 2010

Coverage
ITS Community

Rights
Copyright @2011 by ITS Library. This publication is protected by copyright and per obtained from the ITS Library prior to any prohibited reproduction, storage in a re transmission in any form or by any means, electronic, mechanical, photocopying, reco For information regarding permission(s), write to ITS Library




[ Download - Open Access ]

  1.  ITS-Undergraduate-14300-3105100133-Abstract_id.pdf - 178 KB
  2.  ITS-Undergraduate-14300-3105100133-Abstract_en.pdf - 222 KB
  3.  ITS-Undergraduate-14300-3105100133-Conclusion.pdf - 713 KB




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