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Manual of Standards Part 173—Standards Applicable to Instrument Flight Procedure Design
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Turn the raw legal text into a practical explanation grounded in Manual of Standards Part 173—Standards Applicable to Instrument Flight Procedure Design.
In this section:
ATP means approach termination point that is for a specialised helicopter operation that is to or from:
CAR 1988 means the Civil Aviation Regulations 1988.
G/S means ground speed.
ISA means International Standard Atmosphere.
low terrain means a coastal land feature, including a structure on a feature, provided that the maximum height of the feature and the structure (if any) does not exceed 500 ft AMSL inclusive of any allowance made for vertical errors.
Note Coastal land features include, for example, islets, shoals and cays.
OIP means offset initial point.
TAS means true air speed.
VF means validation fix.
Note Variations to approach designs occasioned by technological change may be presented to CASA and, in the light of aviation safety evaluation, may result in amendment of the MOS or the issue of appropriate instrument.
Note For a radar with a pulse length of 2.35 µs [long-range mode] the error will be 700 m [0.38 NM], and for a radar with a pulse length of 0.5 µs [short-range mode] the error will be 150 m [0.08 NM]).
(A) another navigation facility (for example, GNSS); and
(B) the last known position reported by the facility; and
Note For a method to conduct an obstacle clearance check and ensure that the aircraft does not descend below the radar vertical beam width, see AC 173-5.
Note The MAPt is located 0.8 track miles from the OIP.
Note Pilots are given some latitude to make small variations around 20° and 7 NM, commensurate with piloting accuracy.
Note Validation may be from the last reported position of the ATP under paragraph 8.6.4.5, or from an independent navigation system that complies with AIP Australia Gen 1.5 – 5, Aircraft Instruments, Equipment and Flight Documents, clause 2, Radio Navigation Systems. GNSS is also an example of an independent source of validation.
Note The VF location is not determined by hand-entered latitude and longitude.
then, the method for calculating the overlap is as set out in Appendix 2, Calculation of a holding area/land overlap in direct approach procedures.
then, only an overhead approach procedure may be flown.
Note The area semi-width of 2.4 NM is adhered to because RNP 2 and RNAV 2 area primary area semi-width is 2 NM and is fully contained by the procedure area.
Note: The development of the 2.4 NM area semi-width is based on an area length of 8.4 NM. This distance allows a helicopter transit time of 9.4 minutes to the OIP at a G/S of 44 kt for the crew to assess the obstacle situation and determine the MDA/H.
Note: The area semi-width is derived from the distance that would be travelled by a notional surface ship moving at 15 kt towards the MAPt at right angles to the procedure axis, during the time it takes a helicopter to travel 8.4 NM to the OIP.
Note Vertical errors associated with mapping or a database must be included in the 500 ft obstacle clearance.
In determining minima:
A TIFP must account for a tidal rise and fall of up to 50 ft by restricting helicopter descent in the visual segment of the approach to not less than 50 ft above the height of the landing deck.
The TIFP must require visibility which is the greater of the following:
Note The visibility data shown in Figures 8-25 and 8-26 are based on calculations inparagraph 8.6.13 for the indicated MDA and a G/S of 70 kt. Operators must adjust the calculations for actual conditions in accordance with paragraph (a), (b) or (c), whichever is the greater.
For paragraph 8.6.12.1 (c), the formula is in Appendix 3, Determination of obstacle avoidance, in this section.
Note To determine obstacle avoidance, calculations in accordance with the formula in Appendix 3 must be undertaken by the TIFP designer, as part of the process of determining the visibility required for the TIFP. Results from the formula are compared with the visibility requirements in paragraphs 8.6.12.1 (a) and (b) to arrive at the correct applicable visibility. (Figure 8-27 is illustrative only.)
For a TIFP, the minimum distance from a radar defined MAPt to the reference target is the airborne radar’s near echo suppression range.
CASA Head Office is responsible for issuing design authorisations in accordance with Part 173 of CASR 1998 and this MOS.
Note The relevant CASA Area Office will normally be the first point of contact and will advise, review and otherwise assist applicants’ requests for approvals.
Appendix 1 Helicopter approach templates and supporting diagrams
Note See paragraph 8.6.5.
Plan – Final and Missed Approach – direct and overhead approaches
Figure 8‑22: Plan – Final and Missed Approach – direct and overhead approaches
Elevation — direct approach
Figure 8‑23: Elevation — direct approach
Plan and elevation — overhead approach
Figure 8‑24: Plan and elevation — overhead approach
Offshore facility — direct airborne radar approach
Figure 8‑25: Offshore facility — direct airborne radar approach
Offshore facility — overhead airborne radar approach
Figure 8‑26: Offshore facility — overhead airborne radar approach
Appendix 2 Calculation of a holding area/land overlap in direct approach procedures
The relocation distance for the VF is:
VFA = ATP - VFI - HoldSL
Where:
VFA = relocation distance of the VF location (NM)
ATP = the ATP track distance from land (NM)
VFI = Initial VF distance from ATP (10 NM)
HoldSL = simplified length of the holding pattern (9.1 NM).
The VF is relocated towards the ATP by the amount of VFA, as limited by the 10 NM to 6 NM window.
Example 1: ATP = 15 NM
VFI = 10 NM
HoldSL = 9.1 NM
VFA = 15 - 10 - 9.1 = - 4.1 NM (i.e.; a 4.1 NM overlap).
However, the maximum adjustment for the VF is 4 NM. Therefore, the holding area will overlap land by 0.1 NM.
Example 2: ATP = 21 NM
VFI = 10 NM
HoldSL = 9.1 NM
VFA = 21 – 10 - 9.1 = 1.9 NM.
Therefore, there is a 1.9 NM clearance between land and the holding pattern.
Appendix 3 Determination of obstacle avoidance
Note 1 See paragraph 8.6.12.1 (c) and paragraph 8.6.13.
Note 2 Calculation of the minimum visual segment visibility is based on paragraph 157 (3) (b) of CAR 1988 to avoid obstacles by 300 m horizontally.
Data
| Obstacle avoidance (regulation 157 of CAR 1988) | 300 m |
|---|---|
| Obstacle recognition | 6 sec + 150 m |
| Bank establishment (sec) | 5 |
| Bank angle | Rate one turn to 170 kt TAS, thence 25angle of bank |
| Wind (kt) | 47 + 2H(where H = altitude/1 000) |
| TAS (kt) | Maximum TAS permitted at ISA + 15°C. |
Calculation
<table cellspacing="0" cellpadding="0" style="width:100%; border-collapse:collapse"><tbody><tr style="height:21pt"><td style="width:255.05pt; padding-right:5.4pt; padding-left:5.4pt; vertical-align:top"><p class="TableText" style="margin-bottom:6pt"><span style="font-family:'Times New Roman', serif">Obstacle avoidance</span></p></td><td style="width:86.7pt; padding-right:5.4pt; padding-left:5.4pt; vertical-align:top"><p class="TableText" style="margin-bottom:6pt"><span style="font-family:'Times New Roman', serif">300</span><span style="font-family:'Times New Roman', serif"> </span><span style="font-family:'Times New Roman', serif">m</span></p></td><td style="width:61.85pt; padding-right:5.4pt; padding-left:5.4pt; vertical-align:top"><p class="TableText" style="margin-bottom:6pt"><span style="font-family:'Times New Roman', serif">= A</span></p></td></tr><tr style="height:21.8pt"><td colspan="2" style="width:352.55pt; padding-right:5.4pt; padding-left:5.4pt; vertical-align:top"><p class="TableText" style="margin-bottom:6pt"><span style="font-family:'Times New Roman', serif">Turn radius (m) (for calculation see PANS-OPS –</span><br><span style="font-family:'Times New Roman', serif">Principles for Turn Area Construction)</span></p></td><td style="width:61.85pt; padding-right:5.4pt; padding-left:5.4pt; vertical-align:top"><p class="TableText" style="margin-bottom:6pt"><span style="font-family:'Times New Roman', serif">= B</span></p></td></tr><tr style="height:42.05pt"><td colspan="2" style="width:352.55pt; padding-right:5.4pt; padding-left:5.4pt; vertical-align:top"><p class="TableText" style="margin-bottom:6pt"><span style="font-family:'Times New Roman', serif">Recognition and bank establishment distance (m)</span></p><p class="TableText" style="margin-bottom:6pt"><span style="font-family:'Times New Roman', serif">11sec x (TAS + [47+2H]) x 0.51 + 150</span><span style="font-family:'Times New Roman', serif"> </span><span style="font-family:'Times New Roman', serif">m</span></p></td><td style="width:61.85pt; padding-right:5.4pt; padding-left:5.4pt; vertical-align:top"><p class="TableText" style="margin-bottom:6pt"><span style="font-family:'Times New Roman', serif"></span></p><p class="TableText" style="margin-bottom:6pt"><span style="font-family:'Times New Roman', serif">= C</span></p></td></tr><tr style="height:25.85pt"><td style="width:255.05pt; padding-right:5.4pt; padding-left:5.4pt; vertical-align:middle"><p class="TableText" style="margin-bottom:6pt"><span style="font-family:'Times New Roman', serif">Turn point to obstacle distance (m)</span></p><p class="TableText" style="margin-bottom:6pt"><span style="font-family:'Times New Roman', serif">((A + B)</span><span style="font-family:'Times New Roman', serif; font-size:8pt; vertical-align:super">2</span><span style="font-family:'Times New Roman', serif"> - B</span><span style="font-family:'Times New Roman', serif; font-size:8pt; vertical-align:super">2</span><span style="font-family:'Times New Roman', serif">)</span><span style="font-family:'Times New Roman', serif; vertical-align:4pt">½</span></p></td><td style="width:86.7pt; padding-right:5.4pt; padding-left:5.4pt; vertical-align:middle"><p class="TableText" style="margin-bottom:6pt"><span style="font-family:'Times New Roman', serif"></span></p><p class="TableText" style="margin-bottom:6pt"><span style="font-family:'Times New Roman', serif"></span></p></td><td style="width:61.85pt; padding-right:5.4pt; padding-left:5.4pt; vertical-align:middle"><p class="TableText" style="margin-bottom:6pt"><span style="font-family:'Times New Roman', serif"></span></p><p class="TableText" style="margin-bottom:6pt"><span style="font-family:'Times New Roman', serif">= D</span></p></td></tr><tr style="height:25.05pt"><td style="width:255.05pt; padding-right:5.4pt; padding-left:5.4pt; vertical-align:middle"><p class="TableText" style="margin-bottom:6pt; font-size:14pt"><span style="font-family:Symbol, serif"></span><span style="font-family:'Times New Roman', serif; font-size:12pt"> Visibility required (m)</span></p></td><td style="width:86.7pt; padding-right:5.4pt; padding-left:5.4pt; vertical-align:middle"><p class="TableText" style="margin-bottom:6pt"><span style="font-family:'Times New Roman', serif">= C + D</span></p></td><td style="width:61.85pt; padding-right:5.4pt; padding-left:5.4pt; vertical-align:middle"><p class="TableText" style="margin-bottom:6pt"><span style="font-family:'Times New Roman', serif"></span></p></td></tr></tbody></table>
Determination of obstacle avoidance distance
Figure 8‑27: Determination of obstacle avoidance distance