Civil Engineering Reference
In-Depth Information
20.10.2
Underpasses for Pedestrians and Cyclists Only
Given the relatively-slow speed of pedestrians and cyclists, the delay in adaptation
when entering a relatively dark underpass during the hours of daylight is not usually
a problem as far as their ability to see possible obstacles is concerned. The lighting
levels needed here during the hours of darkness will thus suffice for the daytime situ-
ation. However, the security aspect should receive extra attention. Many pedestrians
and cyclists feel scared in underpasses and are indeed vulnerable to threats or attacks.
An underpass with bright walls and bright exit areas will enable these users to be
visually aware of their surroundings, so contributing to a feeling of security. At the
same time, this will discourage those with hostile intentions, because they will know
that they are easily visible. The apparent brightnesses in an underpass are negatively
influenced by the delay in adaptation of the pedestrian or cyclist passing through it.
Practical experience has shown that luminances of some 20 cd/m 2 are the minimum
needed to create the apparent brightness required. This means that for walls of high
reflectance (larger than some 0.60) and for exit areas, an illuminance of some 100 lx
is called for. Especially important are those sections of the walls that coincide with
the end of the normal viewing lines of pedestrians and cyclists on their way through
the tunnel or underpass.
References
Adrian W (1976) Method of calculating the required luminances in tunnel entrances. Light Res
Technol 8(2):103-106
Adrian W (1982) Investigations on the required luminance in tunnel entrances. Light Res Technol
14:151-159
Adrian W, Gibbons RB (1993) Amendments in calculating STV: influence of light reflected from
the road surface on the target luminance. In: Proceedings of the 2nd international symposium on
visibility and luminance in roadway lighting. Lighting Research Institute, New York, pp 93-101
Adrian W, Gibbons RB (1999) Influence of pavement reflection on target visibility. J Illum Eng Soc
Summer 28:102-112
Blaser P, Dudli H (1993) Tunnel lighting: method of calculating luminance of access zone L 20 .
Light Res Technol 25(1):25-30
Van Bommel WJM (1981) Tunnel lighting practice world-wide. Light Res Technol 13(2):80-86
Bourdy C, Chiron A, Cottin C, Monot A (1987) Visibility at a tunnel entrance: effect of temporal
adaptation. Light Res Technol 19(2):35-44
CIE (1973) International Committee on Illumination Publication 27:1973, Recommendations for
tunnel lighting. CIE, Vienna
CIE (1984) International Committee on Illumination Publication 61:1984, Tunnel entrance lighting,
a survey of fundamentals for determining the luminance in the threshold zone. CIE, Vienna
CIE (1990) International Committee on Illumination Publication 88:1990, Guide for the lighting
of road tunnels and underpasses. CIE, Vienna
CIE (2004) International Committee on Illumination Publication 88:2004, Guide for the lighting
of road tunnels and underpasses. CIE, Vienna
CIE (2010) International Committee on Illumination Publication 193:2010, Emergency lighting in
road tunnels. CIE, Vienna
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