Page 259 - Planning and Design of Airports
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222    Airp o r t  D e sign


                 visibility. In ICAO Annex 14 [1, 2, 3] the slope of the conical surface is
                 the same, but the horizontal distance varies depending upon the
                 aerodrome reference code.
                    In FAR Part 77 the slope of the transitional surface is a constant 7
                 to 1, whereas in ICAO Annex 14 this slope is specified for runway
                 reference codes 3 and 4. For other runways the slope is 5 to 1.

                 TERPS
                 As defined in FAA Order 8260.3b, TERPS (which stands for terminal
                 instrument approach procedures) is a compilation of criteria used to
                 design published standard procedures for aircraft using instrument-
                 based navigation to depart and approach to airport facilities. These
                 procedures are designed based primarily on the performance charac-
                 teristics of aircraft, the various types of instrument navigational aids
                 that may be present at or around an airport, and currently existing
                 natural and man-made objects surrounding the airport. As part of
                 these procedures, minimum climb-out gradients for aircraft depar-
                 tures, and minimum descent gradients and safe operating altitudes
                 for aircraft approaches are defined. While TERPS contain standards
                 for creating such procedures, for any given runway at any given air-
                 port, one or more approach and departure procedures may be defined,
                 each of which may be entirely unique, based on the airport environ-
                 ment.
                    With respect to airport design, TERPS defines a “required obsta-
                 cle clearance” (ROC) value. For aircraft operating within the airport
                 environment, this value is typically as low as 250 ft above the highest
                 object near the runway. The required obstacle clearance values for a
                 published procedure in turn define the TERPS obstacle clearance sur-
                 face (OCS), as illustrated in Fig. 6-27. The typical slopes for obstacle
                 clearance surfaces for aircraft on approach is on the order of 318 ft/nmi
                 and for departures approximately 200 ft/nmi.
                    A typical TERPS procedure consists of a series of segments,
                 including climb, en route, initial approach, intermediate approach,
                 final approach, and missed approach segments, that are created based






                                                           ROC
                                         Glidepath


                                                 OCS
                  ASBL

                 FIGURE 6-27  TERPS obstacle clearance surface.
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