Page 190 - Planning and Design of Airports
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4.0              For ecasting for Airport Planning    157


                  Airport Percentage of  Regional Annual  Enplanements  3.8




                        3.6

                        3.4
                         1998       2000      2002       2004      2006
                                                 Year
                 FIGURE 5-2  Trend line of airport percentage of regional annual enplanements
                 for Example Problem 5-2.


                   Example Problem 5-2  The historical data shown in Table 5-1 could also be used
                   to prepare a forecast of the annual passenger enplanements at the study airport
                   in the design years 2010 and 2015 using a market share method.
                     In applying the market share method to these data, a top-down forecast tech-
                   nique will be used. The implicit assumption in such a technique is that the same
                   relationship between regional annual enplanements and the annual enplane-
                   ments at the study airport will be maintained in the future. To prepare such a
                   forecast, a projection of the percentage of the regional annual enplanements cap-
                   tured at the study airport is performed and then a forecast is made of the regional
                   annual enplanements. The study airport forecast percentage is applied to the
                   regional forecast to arrive at the forecast of the study airport annual enplane-
                   ments in the design years. A plot of the trend in the percentage of regional annual
                   passengers enplaned at the study airport is given in Fig. 5-2.
                     Because the variations shown in Fig. 5-2 often make it difficult to determine
                   if trends may exist, a smoothing function is often applied to the data to assist in
                   identifying trends which may not be obvious. In this case, a smoothing of the
                   data was obtained by computing a running 3-year average of the data points. As
                   is shown in Fig. 5-3, this tends to smooth out the variations in the original data
                   and more readily identifies trends in these data.
                     Though it may not be apparent in the original plot, the smoothing mechanism
                   does indicate a very slight upward trend in the percentage of regional annual pas-
                   sengers captured by the study airport. This trend is shown by the dashed line in
                   Fig. 5-3. This trend line, when projected to the design years, indicates a forecast of


                        4.0
                  Airport Percentage of  Regional Annual  Enplanements  3.8  3.75  Historical Data  Forecast


                             3.70
                        3.6

                        3.4
                                 2000        2005        2010        2015
                                                 Year
                 FIGURE 5-3  Trend line forecast of airport percentage of regional annual
                 enplanements by applying smoothing function to trend data for Example
                 Problem 5-2.
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