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Objective measurements of light trespass and surfaces Marc Gillet Prof. Rombouts (Univ. Brussels) with collabor. Univ. Berlin (prof. Kaase)

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Presentation on theme: "Objective measurements of light trespass and surfaces Marc Gillet Prof. Rombouts (Univ. Brussels) with collabor. Univ. Berlin (prof. Kaase)"— Presentation transcript:

1 Objective measurements of light trespass and surfaces Marc Gillet Prof. Rombouts (Univ. Brussels) with collabor. Univ. Berlin (prof. Kaase)

2 Main Conclusions 1. Precise Algorithm and measurement system to calculate upward flux 2. Reduction of SKY GLOW is FIRST A QUESTION OF PERFORMANCE i.e REDUCE the installed lumen package for the same “lighting levels”

3 Main Conclusions (II) Therefore : interest for dimming ---> interest for dimming to reach “J.N” flux interest for an “in situ” roadpavement measurement system ---> interest for an “in situ” roadpavement measurement system (to minimize installed flux)

4 Summary 1. Introduction 2. Algorithm 3. Measurements 4. Calculations

5 1. Introduction Many authors work with reflection Assumptions for ”  ” Wide variation  = 0.07  = 0.10  = 0.18

6 2. Algorithm (I)  =  r /  i L p = q ( ,  ). E p  r =   ( , nature of road).E.dS =  (  i.dS).E i

7 Algorithm (II) / case of a road ROAD Surround

8 3. Measurements (I) X P 750 P´’ Baffle Detector Sample

9 Measurements (II)

10 Measurements (III)

11 Measurements (IV)

12 Measurements (V)  Highly VARIABLE Increases with  Lower for Asphalt than Concrete Flatter in the case of Concrete

13 4. Conditions of Calculations Road Width = 7m Overhang = -1m Single sided arrangement H=10m Spacing optimized to obtain ->L=0.75cd/m² ->U0 >40% ->Ul > 60% ->TI < 15%

14 4. Conditions of Calculations (II) Dimming to obtain the “J.N”  various Light Distributions Optimization on Asphalt Porous Asphalt Concrete Calculation of  t =  d +  r

15

16 4. Calculations(IV) TOTAL UPWARD FLUX (Asphalt) INSTALLED LAMP KLM/KM

17 4. Calculations (V) TOTAL UPWARD FLUX (Asphalt)

18 4. Calculations (VI) REPARTITION OF FLUXES

19 4. Calculations (VII)  ave =  reflect. /(E.S) with  reflect from calculation tool and E from “lighting design soft.”

20 4. Calculations (VIII) Ref. and C.g  = 7.4%  = 50° Flat glass  = 7.2%  = 46°

21 4. Calculations (IX) TOTAL UPWARD FLUX (Porous Asphalt)

22 4. Calculations (X) TOTAL UPWARD FLUX (Concrete)

23 6. Near Future Refine analysis for surroundings CELMA guidance notes soon


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