ingineria iluminatului - Journal of Lighting Engineering - Prof. Florin ...
ingineria iluminatului - Journal of Lighting Engineering - Prof. Florin ...
ingineria iluminatului - Journal of Lighting Engineering - Prof. Florin ...
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Influence <strong>of</strong> the road surface on the efficiency <strong>of</strong> the street lighting installations<br />
value <strong>of</strong> the specular factor S1. By<br />
accepting a certain tolerance, it is possible<br />
to characterize all road surfaces by a few<br />
classes and one class by only one reflection<br />
table typical for that particular class. In<br />
other words, each class can be given by a<br />
standard reflection table, to be used for<br />
luminance calculations for any surface<br />
belonging to that class. Of course, the fewer<br />
classes a system has, the more practical it<br />
will be to work with. The more classes a<br />
system has, on the other hand, the more<br />
accurate can be the results obtained with it.<br />
In order to obtain a standardization in the<br />
information for the calculation performance<br />
data, a set <strong>of</strong> road surface standards R1, R2,<br />
R3 and R4 is in common use.<br />
In the case <strong>of</strong> reflection characteristics<br />
S1 and Q0 can not be measured, an<br />
approximate designation <strong>of</strong> the standard R<br />
class can be made as in Table 1.<br />
Table 1 Approximate designation <strong>of</strong> road surfaces into R road classes (according to Table 6 – CIE 30.2)<br />
Class Description<br />
Asphaltic road surface with at least 15% <strong>of</strong> artificial brightener (Grenette,<br />
Luxovite, Synopal or similar) or with at least 30% <strong>of</strong> very bright anorthosites<br />
(Arclyte, Labradorite or similar).<br />
R1 Surface dressings with chippings where over 80% <strong>of</strong> the road surface is<br />
covered and where the chippings exist for a great deal <strong>of</strong> artificial brighteners<br />
or for 100% <strong>of</strong> very bright anorthosites.<br />
Concrete road surface<br />
Surface dressings with harsh texture and with normal aggregates<br />
Asphaltic surface with 10% to 15% <strong>of</strong> artificial brighteners in the mixture<br />
R2 Coarse and harsh asphaltic concrete rich in grave land with gravel sizes up to or<br />
greater than 10 mm.<br />
Mastic asphalt (Gussasphalt) after dressing in new condition.<br />
Asphaltic concrete (cold asphalt, mastic asphalt) with gravel sizes up to 100 mm<br />
R3 but with harsh texture (sand paper).<br />
Surface dressings with coarse texture but polished.<br />
Mastic asphalt (Gussasphalt) after some months <strong>of</strong> use.<br />
R4<br />
Road surface with rather smooth or polished texture.<br />
The road surface belonging to R class<br />
are more <strong>of</strong>ten used in lighting calculations<br />
in Romania. Therefore I thought it would<br />
be useful to make an evaluation <strong>of</strong> the<br />
influence <strong>of</strong> these types <strong>of</strong> road surfaces on<br />
the efficiency <strong>of</strong> lighting installations.<br />
Considering the R classification system,<br />
R1 table corresponds to the most diffuse<br />
surfaces, R4 table to the smoothest<br />
surfaces, and the fact becomes visible when<br />
analyzing equivalent value curves-r – “iso-r”<br />
diagrams – as seen in Figure 1. The<br />
difference in form <strong>of</strong> the four diagrams is<br />
obvious. The smoothest the surface is, the<br />
slim “izo-r” diagram is.<br />
Ingineria Iluminatului 2010; 12, 2: 33-44 35