Annex 14 Aerodromes Volume I
Table 6-1. Characteristics of obstacle lights
1 2 3 4 5 6 7
Peak intensity (cd) at given Background
Luminance (b)
Light
Signal type/ Day Twilight Night Distribution
Light Type Colour (flash rate) (Above 500 cd/m2) (50-500 cd/m2) (Below 50 cd/m2) Table
Low-intensity, Type A Red Fixed
N/A N/A 10
(fixed obstacle) Table 6-2
Low-intensity, Type B Red Fixed
N/A N/A 32
(fixed obstacle) Table 6-2
Low-intensity, Type C Yellow/Blue Flashing
N/A 40 40
(mobile obstacle) (a) (60-90 fpm) Table 6-2
Low-intensity, Type D Yellow Flashing
N/A 200 200
(follow-me vehicle) (6090 fpm) Table 6-2
Medium-intensity, Type A White Flashing
20 000 20 000 2 000
(2060 fpm) Table 6-3
Medium-intensity, Type B Red Flashing
N/A N/A 2 000
(2060 fpm) Table 6-3
Medium-intensity, Type C Red Fixed N/A N/A 2 000 Table 6-3
High-intensity, White Flashing
200 000 20 000 2 000
Type A (4060 fpm) Table 6-3
High-intensity, White Flashing
100 000 20 000 2 000
Type B (4060 fpm) Table 6-3
a) See 6.2.2.6
b) For flashing lights, effective intensity as determined in accordance with the Aerodrome Design Manual (Doc 9157), Part 4.
14/11/13 6-4
Chapter 6 Annex 14 Aerodromes
Table 6-2. Light distribution for low-intensity obstacle lights
Minimum intensity Maximum intensity Vertical beam spread
(a) (a) (f)
Minimum beam spread Intensity
Type A 10 cd (b) N/A 10° 5 cd
Type B 32 cd (b) N/A 10° 16 cd
Type C 40 cd (b) 400 cd 12° (d) 20 cd
Type D 200 cd (c) 400 cd N/A (e) N/A
Note. This table does not include recommended horizontal beam spreads. 6.2.1.3 requires 360° coverage around an obstacle.
Therefore, the number of lights needed to meet this requirement will depend on the horizontal beam spreads of each light as well as the
shape of the obstacle. Thus, with narrower beam spreads, more lights will be required.
a) 360° horizontal. For flashing lights, the intensity is read into effective intensity, as determined in accordance with the Aerodrome
Design Manual (Doc 9157), Part 4.
b) Between 2 and 10° vertical. Elevation vertical angles are referenced to the horizontal when the light is levelled.
c) Between 2 and 20° vertical. Elevation vertical angles are referenced to the horizontal when the light is levelled.
d) Peak intensity should be located at approximately 2.5° vertical.
e) Peak intensity should be located at approximately 17° vertical.
f) Beam spread is defined as the angle between the horizontal plane and the directions for which the intensity exceeds that mentioned in
the intensity column.
Table 6-3. Light distribution for medium- and high-intensity obstacle lights
according to benchmark intensities of Table 6-1
Benchmark Minimum requirements Recommendations
intensity
Vertical elevation angle (b) Vertical elevation angle (b)
Vertical beam spread Vertical beam spread
0° -1° (c) 0° -1° -10° (c)
Minimum Minimum Maximum
average Minimum Minimum beam Maximum Maximum Maximum beam
intensity intensity intensity spread Intensity intensity intensity intensity spread Intensity
(a) (a) (a) (a) (a) (a) (a) (a)
200 000 200 000 150 000 75 000 3° 75 000 250 000 112 500 7 500 7° 75 000
100 000 100 000 75 000 37 500 3° 37 500 125 000 56 250 3 750 7° 37 500
20 000 20 000 15 000 7 500 3° 7 500 25 000 11 250 750 N/A N/A
2 000 2 000 1 500 750 3° 750 2 500 1 125 75 N/A N/A
Note. This table does not include recommended horizontal beam spreads. 6.2.1.3 requires 360° coverage around an obstacle.
Therefore, the number of lights needed to meet this requirement will depend on the horizontal beam spreads of each light as well as the
shape of the obstacle. Thus, with narrower beam spreads, more lights will be required.
a) 360° horizontal. All intensities are expressed in Candela. For flashing lights, the intensity is read into effective intensity, as determined
in accordance with the Aerodrome Design Manual (Doc 9157), Part 4.
b) Elevation vertical angles are referenced to the horizontal when the light unit is levelled.
c) Beam spread is defined as the angle between the horizontal plane and the directions for which the intensity exceeds that mentioned in
the intensity column.
Note. An extended beam spread may be necessary under specific configuration and justified by an aeronautical study.
6-5 14/11/13
Tere!
Kuna hoone läbib Tallinna lennuvälja lähiümbruse sisemist horisontaalpiirangupinda, tuleb selle
nurkadesse paigaldada madalintensiivsusega tüüp B (low-intensity type B) lennuohutustuled. Täpsemad
nõuded manuses.
Tervitades
Andres Lainoja
Lennuliiklusteeninduse ja lennuväljade osakonna vaneminspektor
+372 610 3590
www.ecaa.ee | Lõõtsa 5, Tallinn 11415
Lennuamet
From: Kingo, Gunnar [mailto:
[email protected]]
Sent: Thursday, November 02, 2017 4:39 PM
To: Lennuamet <
[email protected]>
Cc: Noreply Lennuamet <
[email protected]>
Subject: Maakri 19 30k tornmaja
Tere,
Ehitame Maakri 19 kinnistule 30 korruselist tornmaja. Lisatud asendiplaanil märgitud hoonena A. Kas
selle katusele peab paigaldama ohutustuled?
Gunnar Kingo
Projekteerimise projektijuht
+372 5680 5184 I
[email protected]
AS Merko Ehitus Eesti I Üldehitusdivisjon
Järvevana tee 9g, Tallinn