Redesign of Gaza International Airport – Airside Proposed by : Osama Demaidi Waleed Shawahne Leena Jarrar Tasneem Ali Under the Supervision of Prof. Sameer Abu - Eisheh 1 CONTENTS Reviewing project 1 1 2 4 5 GEOMETRIC DESIGN OF THE AIRFIEL DESIGN OF THE TERMINAL BUILDING AND APRONS AREA DESIGN OF AIRPORT PAVEMENTS 3 AIRPORT MARKING, LIGHTING, AND SIGNAGE 6 RESULTS AND DISCUSSION 01 Introduction Background of the project Study Area Significance of the project Objectives Project Constrains Background of the project 41,788 military and civil airports around the world. Palestinian Airlines The company was established on January 1, 1995, and began its operations in June 1997 with a series of flights to transport pilgrims to Jeddah. The flights were initially launched from Gaza, but due to the Israeli ban, the company's business now takes place in Port Said in northern Egypt. Gaza International Airport Gaza International Airport, located in the southeastern part of Gaza Strip, was operated in 1997. The airport gave the citizens of Gaza Strip better access to the world outside their narrow confines, but the long-awaited airport didn't last long though. It was destroyed by the Israeli occupation authorities in 2001. Jerusalem International Airport is located on the lands of the Jerusalem Governorate, specifically in the town of Qalandia The airport was established in 1920 under the management of the British Mandate, then in the early 1950s, was placed under Jordanian administration after the West Bank joined the Kingdom Hashemite. It fell into the hands of the Israeli forces in the 1967 war, which soon changed its name to Atarout airport which was operated only on limited scale. Since the Al-Aqsa intifada, the airport has been neglected, although it is under the control of the Israeli army. Study Area The airport as proposed in Palestinian's Road and Transportation Master Plan. Gaza Airport Study Area The elevation of the airport above sea level 98m (320ft) It is away from the Palestinian capital (Jerusalem) at about 107 km to the southwest. 2021 2006 Objectives The main objective of the project is to provide the recommended design of all airside infrastructure of Gaza International Airport. This includes: The preparation of the airport master plan. The design of the runways. The design of the taxiways. The design of the terminal aprons (aircraft gates). The design of the terminal building. The design of airfield ground lighting, marking, signage and navigational aids. Methodology Boeing 767-300ER D-IV West Bank Citizens Year Population %Total passengers of population Total Passengers %Air Passengers of total passengers Air Passengers 2027 3,528,896 74% 2,611,383 25.48 665,481 2034 4,078,696 81% 3,303,743 39.48 1,304,446 2042 4,812,679 89% 4,283,285 47.48 2,033,869 2050 5,678,748 89% 5,054,085 55.48 2,804,202 Gaza Strip Citizens Year Population %Total passengers of population Total Passengers %Air Passengers of total passengers Air Passengers 2027 2,489,755 74% 1,842,418 25.48 469,519 2034 3,026,881 81% 2,451,774 39.48 968,055 2042 3,784,026 89% 3,367,783 47.48 1,599,154 2050 4,730,562 89% 4,210,201 55.48 2,335,982 2027 2034 2042 2050 469519 968055 1599154 2335982 Year Total Tourists By Air (87.5%) 2027 2,967,020 2,596,143 2034 3,994,628 3,495,300 2042 5,611,552 4,910,108 2050 7,882,966 6,897,595 Year West Bank Passenger By Air Gaza Passenger By Air Tourists Passenger By Air West Passenger through Gaza Airport (5%) Gaza Passenger through Gaza Airport (90%) Tourists through Gaza Airport (50%) Total 2027 665,481 469,519 2,596,143 33,274 422,567 1,298,072 1,753,913 2034 1,304,446 968,055 3,495,300 65,222 871,250 1,747,650 2,684,122 2042 2,033,869 1,599,154 4,910,108 101,693 1,439,239 2,455,054 3,995,986 2050 2,804,202 2,335,982 6,897,595 140,210 2,102,384 3,448,798 5,691,391 5% of the West Bank 90% of the Gaza Strip 50% of foreign tourists 02 GEOMETRIC DESIGN OF THE AIRFIEL Runway Design Separation Requirements Vertical Alignment Runway Length Runway dimension Runway Transverse Slope Runway Length 10080 feet (3072 m) Runway Dimensions Length, m (ft) 3080 (10073) Direction  1/19 Runway width, m (ft) 45.72 (150) Shoulder Width, m (ft) 25 (7.62) Blast Pad Length, m (ft) 60.96 (200) Blast Pad Width, m (ft) 60.96 (200) RSA Length, m (ft) 304.8 (1000) RSA Width, m (ft) 152.4 (500) OFA Length, m (ft) 304.8 (1000) OFA Width, m (ft) 243.84 (800) Runway Surface (ft) Flexible Asphalt Design of the Vertical Alignment Runway Transverse Slope TDG for design aircraft is 5 For Gaza Airport, the width of the taxiway is 75 ft (22.86 m). and the shoulder is 20 ft (6.1 m). Taxiway Gradient Standards Design Standards Based on Airplane Design Group (ADG) 03 DESIGN OF THE TERMINAL BUILDING AND APRONS AREA Phase Year Peak Hour passengers Gross Terminal Building Area (m2) 2027-2034 2034 1,208 16,912 2034-2042 2042 1,665 16,310 2042-2050 2050 2,288 32,032 phase year Number of Gates μk E (Tg) Cg 2027-2034 2034 10 0.8 56 9 2034-2042 2042 15 0.8 56 13 2042-2050 2050 20 0.8 56 17 Concept Development Piers or Finger concept Advantages Disadvantages Availability to expand , Economical long walking distance, lack of a direct curb front Aircraft Parking Type Advantages Disadvantages Nose-In Parking Requires the smallest gate area, lower noise levels, Need for towing equipment, nose is too far from the building Gate number Aircraft type Category (FAA) Length (ft) Width (ft) Clearance Length of the parking Width of the parking 1 Cessna, 675 (C208) B-II 37 52 10 47 104.20 2 Cessna, CITATION (C550) B-II 47.57 52.23 10 57.57 115.02 3 ATR, ATR-72-200/210 (AT72) B-III 89 88 25 114 195.80 4 Fokker (F-28-2000) B-II 97 77 25 122 191.70 5 Fokker (F-28-3000) C-III 89 77 25 114 183.70 6 Boeing, 737- 100 (B731) C-III 93 93 25 118 205.30 7 Airbus, A318-100 (A318) C-III 103 111.9 25 128 236.09 8 Boeing, 737- 300 (B733) C-III 109.58 94.75 25 134.58 223.81 9 Airbus, A319 (A319) C-III 111.54 111.3 25 136.54 243.97 10 Airbus, A320 (A320) C-III 123 111.3 25 148 255.43 11 Airbus, A321 (A321) C-III 147.63 111.83 25 172.63 280.64 12 Airbus, A300-600 (A306) C-IV 177.4 147.08 25 202.4 349.19 13 Boeing, 767-300ER D-IV 156.08 180.25 25 181.08 364.36 05 DESIGN OF AIRPORT PAVEMENTS THANK YOU 39 image1.png image2.png image3.png image4.png image7.png image5.png image8.png image9.jpg image10.jpeg image11.jpeg image12.jpg image13.png image14.png image15.png image16.jpeg image17.png image18.png image19.png image20.jpg image21.png image22.PNG image23.PNG image24.png image25.png image26.png image27.png image28.PNG image29.PNG image30.png image31.png image32.PNG image33.png image34.png image35.png image36.png image37.jpg image38.jpg image39.jpg image40.jpg image41.gif image42.png image43.png image6.png