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Aircraft Operations. Volume II - Construction of Visual and Instrument ...

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Part I — Section 2, Chapter 2 I-2-2-3<br />

2.4.2 Radar fixes<br />

Radar should not normally be the primary method <strong>of</strong> fix identification. However, where air traffic control (ATC) can<br />

provide the service, terminal area radar (TAR) within the limitations specified in 2.4.1, “Terminal area radar” may be<br />

used to identify any terminal area fix. En-route surveillance radar (RSR) may be used for initial approach <strong>and</strong><br />

intermediate approach fixes.<br />

2.4.3 Fixes for VOR or NDB with DME<br />

2.4.3.1 VOR/DME fixes use radial <strong>and</strong> distance information derived normally from facilities with collocated<br />

azimuth <strong>and</strong> DME antennas. However, where it is necessary to consider a VOR/DME fix derived from separate<br />

facilities, the fix is only considered satisfactory where the angles subtended by the facilities at the fix results in an<br />

acceptable fix tolerance area. See Figure I-2-2-1.<br />

2.4.3.2 Where the DME antenna is not collocated with the VOR <strong>and</strong> NDB providing track guidance, the<br />

maximum divergence between the fix, the tracking facility <strong>and</strong> the DME shall not be more than 23 degrees.<br />

2.4.3.3 For the use <strong>of</strong> DME with ILS, see Part <strong>II</strong>, Section 1, Chapter 1, 1.4.4, “Glide path verification check”.<br />

2.4.4 DME<br />

The accuracy is ± (0.46 km (0.25 NM) + 1.25 per cent <strong>of</strong> the distance to the antenna). This value is the RSS total <strong>of</strong><br />

minimum accuracy, monitor tolerance <strong>and</strong> flight technical tolerance, the latter two being so small as to be completely<br />

dominated by the larger airborne value.<br />

Note 1.— No reduction can be justified based on flight test information.<br />

Note 2.— Tolerance values assume that published procedures will take into account slant range distance.<br />

2.4.5 75 MHz marker beacon<br />

Use Figure I-2-2-2 to determine the fix tolerance for ILS <strong>and</strong> “Z” markers during approach procedures.<br />

If the facility defines the MAPt, the fixed value <strong>of</strong> zero is used (see Section 4, Chapter 6, 6.1.6.2.1, “MAPt tolerance<br />

when MAPt is defined by a navigation facility or fix”).<br />

2.5 FIX TOLERANCE OVERHEADING A STATION<br />

2.5.1 VOR<br />

Fix tolerance areas should be determined using a cone effect area based on a circular cone <strong>of</strong> ambiguity, generated by a<br />

straight line passing through the facility <strong>and</strong> making an angle <strong>of</strong> 50 degrees from the vertical. However, where a State<br />

has determined that a lesser angle is appropriate, fix tolerance areas may be adjusted using either <strong>of</strong> the formulae<br />

contained in 6.4 <strong>of</strong> Part <strong>II</strong>, Section 4, Chapter 1, Appendix A. Entry into the cone is assumed to be achieved within<br />

such an accuracy from the prescribed track as to keep the lateral deviation abeam the VOR:<br />

d=0.2h(d<strong>and</strong>hinkm)<br />

23/11/06

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