Spelling suggestions: "subject:"runways (aeronautics) -- design"" "subject:"runways (aeronautics) -- 1design""
1 |
A comparison of capacity and delay values between parallel and intersecting runway configurations at a major airportLucas, William E. January 1983 (has links)
This thesis examines the potential capacity and delay benefits that would result if a "fanway" configuration of runways were utilized for arrival aircraft operations at a major airport. The Federal Aviation Administration's Delay Simulation Model was employed to determine capacity and delay values so that a conventional runway configuration could be compared with the fanway approach. Various aircraft demand schedules were then applied to the configurations for both present and future airport scenarios at Denver's Stapleton International Airport.
In addition to the capacity and delay comparisons that were contained in this thesis, the thesis also included a brief summary of the available air traffic control models in. general and a detailed description of the Delay Simulation Model in specific. Furthermore, the thesis also contains a brief description of past, present, and future trends of U. S. aviation and air traffic control systems. / M.S.
|
2 |
Community acceptance of Tung Chung residents and the planning of the third runway in Hong Kong international AirportPang, Yiu-fai., 彭耀暉. January 2011 (has links)
published_or_final_version / Urban Planning and Design / Master / Master of Science in Urban Planning
|
3 |
Optimal runway exit design and capacity enhancementKim, Byung Jong 19 June 2006 (has links)
Congestion and delay problems at airports have received much attention in recent years because of the unbalanced condition between demand and supply. Recent demand forecasts indicate that the problems are expected to increase in the next decade. Relieving congestion of the air transportation networks requires several strategies to enhance the runway capacity. Among these strategies is reducing the runway occupancy time a critical factor in affecting runway capacity. And one approach to reducing the runway occupancy time (ROT) is locating the high speed exits optimally.
In addressing the reduction of the runway occupancy time, a full information on the distribution of aircraft landing distance is required. The landing performance at a specific airport may be found by observing the actual landings. However, this is costly and may not be transferable to other airports. An alternative approach is to use a simulation model. A simulation model was built at Center for Transportation Research at Virginia Tech based on point mass kinematics in the flying phase over runway and the ground roll phase on runway to predict the landing roll distance and time to a specified exit speed. Many influencing parameters were incorporated into the model, and then were calibrated using the field data obtained from real operations.
The prediction of a nominal landing roll distance and time to decelerate to a specified exit speed is not sufficient for estimating ROT because the additional time to reach a designated exit should be taken into account. To compute the additional time, a braking adjustment scheme is selected from several alternative schemes. The combination of the selected braking adjustment scheme and the simulation model approximates very closely the observed ROT.
An optimization model is formulated to determine the exit locations so as to minimize the weighted average ROT of the defined aircraft mix. A polynomial-time solution algorithm is developed for this model using Dynamic Programming technique. The major input parameters for the model are the distribution of the landing roll distance to the specified exit speed and the information on the aircraft mix. The model structured to address the problem of designing a new runway as well as the problem of improving an existing runway.
A runway capacity model is used to convert the optimized ROT into capacity gains. Four scenarios are analyzed. Among the scenarios, one is based on the present Air Traffic Control procedures, and three are based on the future developments. The capacity analysis reveals that the ROT does not affect the runway capacity for landing operations. However, the ROT is found as a critical factor for the runway capacity for mixed operations. Hence, the ROT should be optimized for the current system and more crucially for the future developments. The capacity gains by optimizing the ROT under the current Air Traffic Control systems and standards are estimated 2 to 7 more operations per hour. These gains will increase to 20 more operations per hour in the future environment. / Ph. D.
|
4 |
Pavement responses due to aircraft impact loads during hard landingsHolliday, Russell D. 01 January 1998 (has links)
No description available.
|
5 |
From highway to runway: a flight training centre on Ngong Shuen Chau Viaduct. / 實現夢・飛行 / Shi xian meng, fei xingJanuary 2008 (has links)
Wong Ching Yee Danise. / "Architecture Department, Chinese University of Hong Kong, Master of Architecture Programme 2007-2008, design report." / Includes bibliographical references (leaves 33). / Chapter 1. --- Background / Chapter 1.1 --- Lack of general aviation facilities / Chapter 1.2 --- Site selection limitations / Chapter 1.3 --- Runway's fundamental / Chapter 2. --- Observation / Chapter 2.1 --- Infrastructure in Hong Kong / Chapter 2.2 --- "Transforming Civil Structure to ""Place""" / Chapter 3. --- Research Part I: Wisdom from the Aircraft / Chapter 3.1 --- Monoplane to biplane / Chapter 3.2 --- "S, M, L" / Chapter 3.3 --- Multi - layered space / Chapter 3.4 --- Composition in manufacture process / Chapter 4. --- Research Part II: Site Selection Criteria and Result / Chapter 4.1 --- Prevailing wind / Chapter 4.2 --- Critical aeroplane / Chapter 4.3 --- Airspace / Chapter 4.4 --- Accessibility / Chapter 4.5 --- Possible Sites / Chapter 4.6 --- Stonecutter's Island / Chapter 5. --- Research Part III: Precedence Study / Chapter 5.1 --- Typical General Aviation Facilities Study / Chapter 5.2 --- A Study of Aircraft Carrier / Chapter 5.3 --- Similar example / Chapter 6. --- Deduction: Issues and Direction / Chapter 7. --- Architectural Proposal: Flight Training Centre / Chapter 8. --- Other Research / Chapter 9. --- Bibliography
|
Page generated in 0.0398 seconds