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

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<strong>II</strong>-1-1-App D-2 Procedures — <strong>Aircraft</strong> <strong>Operations</strong> — <strong>Volume</strong> <strong>II</strong><br />

b) maximum 45° break-out angle.<br />

2.2 Due to the nature <strong>of</strong> the surfaces, these two parameters are interdependent. During the evaluation, it was<br />

found that the lower the break-out was considered, the earlier the assessment surfaces would be penetrated, causing the<br />

break-out angle to be reduced, e.g. a minimum break-out height <strong>of</strong> 60 m (200 ft) would result in a break-out angle <strong>of</strong><br />

20°, <strong>and</strong> a minimum break-out height <strong>of</strong> 300 m (1 000 ft) would result in a break-out angle <strong>of</strong> 65°.<br />

2.3 It was considered necessary to restrict the minimum break-out altitude/height. One reason was that break-out<br />

manoeuvres at too low heights could be considered unsafe. Moreover, considering the maximum assumed blunder<br />

angle <strong>of</strong> 30° <strong>and</strong> approach speed <strong>of</strong> 150 kt, it could be assumed that below a certain height the blundering aircraft could<br />

not reach the threatened aircraft before it l<strong>and</strong>ed. <strong>and</strong> therefore it would be <strong>of</strong> no use to protect for these low heights.<br />

2.4 Information available in respect <strong>of</strong> flight <strong>and</strong> simulator tests conducted by one State for these manoeuvres<br />

showed that phraseology used by the air traffic services (ATS) was similar to that contained in the PANS-ATM,<br />

Chapter 12, on independent parallel approaches. Following the instructions from air traffic services, the pilot actually<br />

first arrested the descent <strong>and</strong> then established climb, crossing the glide path (if below) before turning. This information<br />

supported the assumptions used to validate the proposed obstacle assessment criteria.<br />

2.5 The evaluation report further indicated that it was not considered convenient to provide additional obstacle<br />

assessment surface (OAS) constant tables in PANS-OPS for these cases for each localizer-threshold distance<br />

combination. The proposed surfaces are based on operational rather than statistical considerations. Therefore, it was<br />

proposed to use one set <strong>of</strong> surfaces for all combinations <strong>of</strong> localizer-threshold distances. These surfaces would<br />

guarantee protection for aircraft following the assumed operational scenario.<br />

2.6 A mathematical match was made from the surfaces for an average runway length/localizer distance contained<br />

in the Federal Aviation Administration (FAA) Order (8260.41). This approach was considered acceptable for the<br />

assessment <strong>of</strong> rare events for which statistical analysis was not feasible.<br />

23/11/06<br />

3. APPLICATION OF PARALLEL APPROACH OBSTACLE<br />

ASSESSMENT SURFACE (PAOAS) CRITERIA<br />

3.1 General<br />

In addition to the application <strong>of</strong> OAS criteria specified in Chapter 1, 1.4.8, “Obstacle clearance <strong>of</strong> the precision<br />

segment using (OAS) criteria,” parallel approach obstacle assessment surfaces (PAOAS) are defined to safeguard the<br />

execution <strong>of</strong> an immediate climb <strong>and</strong> turn manoeuvre to the assigned heading <strong>and</strong> altitude/height. PAOAS criteria are<br />

used to demonstrate obstacle clearance, accommodating turns up to 45° from the approach path <strong>and</strong> a lowest break-out<br />

manoeuvre initiation <strong>of</strong> 120 m (400 ft) above threshold elevation. PAOAS criteria are valid for all categories <strong>of</strong><br />

instrument l<strong>and</strong>ing system/microwave l<strong>and</strong>ing system (ILS/MLS) approaches.<br />

3.2 Definition <strong>of</strong> surfaces.<br />

3.2.1 The PAOAS consists mainly <strong>of</strong> two sloping plane surfaces (denoted P1 <strong>and</strong> P2) positioned on the side <strong>of</strong> the<br />

runway opposite to the adjacent runway. The geometry <strong>of</strong> the sloping surfaces is defined, similar to the OAS surfaces<br />

(see Chapter 1, 1.4.8.4, “Definition <strong>of</strong> obstacle assessment surfaces (OAS)”) by a linear equation <strong>of</strong> the form z = Ax +<br />

By + C. The constants are related to the glide path angle only. They are independent <strong>of</strong> the category <strong>of</strong> ILS/MLS<br />

operations <strong>and</strong> localizer-threshold distance. The constants are given in Table <strong>II</strong>-1-1-App D-1.

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