Page 184 - Planning and Design of Airports
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For ecasting for Airport Planning    151


                 movements can be made. From these estimates concepts for the lay-
                 out and sizing of terminal buildings, runways, taxiways, apron areas,
                 and ground access facilities may be examined.
                    Forecasting demand in an industry as dynamic as aviation is an
                 extremely difficult matter, and if it could be avoided it undoubtedly
                 would. Nonetheless estimates of traffic must be made as a prelude
                 to the planning and design of facilities. It is very important to remem-
                 ber that forecasting is not a precise science and that considerable sub-
                 jective judgment must be applied to any analysis no matter how
                 sophisticated the mathematical techniques involved. By anticipating
                 and planning for variations in predicted demand, the airport designer
                 can correct projected service deficiencies before serious deficiencies
                 in the system occur.



            Levels of Forecasting
                 Demand estimates are prepared for a variety of reasons. Broad
                 large-scale aggregated forecasts are made by aircraft and equipment
                 manufacturers, aviation trade organizations, governmental agencies,
                 and others to determine estimates of the market requirements for
                 aviation equipment, trends in travel, personnel needs, air traffic con-
                 trol requirements, and other factors. Similarly, forecasts are made on
                 a smaller scale to examine these needs in particular regions of an area
                 and at specific airports.
                    In economics, forecasting is done on two levels, aggregate forecast-
                 ing and disaggregate forecasting, and the same holds true in aviation.
                 From the inception of the planning process for an airport consider-
                 ation is given at both levels. In airport planning, the designer must
                 view the entire airport system as well as the airport under immediate
                 consideration. Aggregate forecasts are forecasts of the total aviation
                 activity in a large region such as a country, state, or metropolitan area.
                 Typical aggregate forecasts are made for such variables as the total
                 revenue passenger-miles, total enplaned passengers, and the number
                 of aircraft operations, aircraft in the fleet, and licensed pilots in the
                 country. Disaggregate forecasts deal with the activity at individual
                 airports or on individual routes. Disaggregate forecasts for airport
                 planning determine such variables as the number of originations, pas-
                 senger origin-destination traffic, the number of enplaned passengers,
                 and the number of aircraft operations by air carrier and general avia-
                 tion aircraft at an airport. Separate forecasts are usually made, depend-
                 ing on the need in a particular study, for cargo movements, commuter
                 service, and ground access traffic. These forecasts are normally pre-
                 pared to indicate annual levels of activity and are then disaggregated
                 for airport planning purposes to provide forecasts of the peaking
                 characteristics of traffic during the busy hours of the day, days of the
                 week, and months of the year. As appropriate to the requirements of
                 an airport planning study, forecasts of such quantities as the number
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