Integrated Model for Optimizing Orientation of Two-Runway Configurations

Author:

Mousa Ragab M.12

Affiliation:

1. Member, ASCE

2. Tech. Mgr., Renardet S. A. & Partners, P.O. Box 579, Code 113 Muscat, Sultanate of Oman; formerly, Assoc. Prof., Public Works Dept., Facu. of Engrg., Cairo Univ., Egypt. E-mail: rmousa@omantel.net.om

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Reference10 articles.

1. Ashford N. and Wright P. H. ( 1992). Airport engineering 3rd Ed. Wiley New York.

2. Optimum Geometries for Pier‐Type Airport Terminals

3. Boyce W. and DiPrima R. ( 1977). Elementary differential equations and boundary value problem 3rd Ed. Wiley New York.

4. Chvatal V. ( 1983). Linear programming W. H. Freeman and Co. New York.

5. Federal Aviation Administration (FAA). ( 1989). “Airport design.” FAA Advisory Circular AC 150/5300-13 (Change 5 1997) Washington D.C.

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1. Developing theory from practice: A case study in civil engineering airport design problem‐based learning;Computer Applications in Engineering Education;2020-11-17

2. Optimisation of runway orientations for three-runway configurations;The Aeronautical Journal;2016-08-30

3. New Model for the Optimization of Runway Orientation;Journal of Transportation Engineering;2014-03

4. Crosswind-based optimization of multiple runway orientations;Journal of Advanced Transportation;2013-08-15

5. A Stochastic Model of Runway Configuration Planning;AIAA Guidance, Navigation, and Control Conference;2010-06-26

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