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TRB 2000 Photometry for Traffic En gineers 1 Photometry for Traffic Engineers... Workshop presented at the annual meeting of the Transportation Research Board in January 2000 by Frank Schieber Heimstra Human Factors Laboratories University of South Dakota Many figures borrowed from: Ryer, A. Light Measurement Handbook. http://www.intl-light.com/handbook/ (An excellent and practical resource!!!)
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Page 1: TRB 2000Photometry for Traffic Engineers1 Photometry for Traffic Engineers... Workshop presented at the annual meeting of the Transportation Research Board.

TRB 2000 Photometry for Traffic Engineers 1

Photometry for Traffic Engineers...Workshop presented at the annual meeting of the

Transportation Research Board in January 2000by

Frank SchieberHeimstra Human Factors Laboratories

University of South Dakota

Many figures borrowed from:Ryer, A. Light Measurement Handbook.

http://www.intl-light.com/handbook/(An excellent and practical resource!!!)

Page 2: TRB 2000Photometry for Traffic Engineers1 Photometry for Traffic Engineers... Workshop presented at the annual meeting of the Transportation Research Board.

TRB 2000 Photometry for Traffic Engineers 2

Basic Light Measurement

• Visible Electromagnetic Radiation (Light)

• Radiometric to Photometric Conversion

• Luminous Flux (Lumens)

• Luminous Intensity (Candela)

• Illuminance (Lux)

• Luminance (cd/m2)

Page 3: TRB 2000Photometry for Traffic Engineers1 Photometry for Traffic Engineers... Workshop presented at the annual meeting of the Transportation Research Board.

TRB 2000 Photometry for Traffic Engineers 3

Taxonomy of Photometric Units

Luminous Flux Lumen Total “effective” output of a lamp

Light density through spaceLuminous Intensity Candela• Vehicle headlamps• Traffic signal lamps/lenses

Illuminance Lux Light density falling upon a surface• Roadway illumination• Highway sign illumination

Luminance Candela/m2 Brightness of extended source/surface• Highway sign brightness/contrast•Proxy for “retroreflectivity”

Page 4: TRB 2000Photometry for Traffic Engineers1 Photometry for Traffic Engineers... Workshop presented at the annual meeting of the Transportation Research Board.

TRB 2000 Photometry for Traffic Engineers 4

Light Energy

• Light is visible electromagnetic radiation• Magnitude measured in Watts (1/746 H.P.)• Wavelength (): 380 to 730 nm• Frequency: 789 down to 384 THz

Page 5: TRB 2000Photometry for Traffic Engineers1 Photometry for Traffic Engineers... Workshop presented at the annual meeting of the Transportation Research Board.

TRB 2000 Photometry for Traffic Engineers 5

CIE Spectral Luminosity Function

• The human eye is more sensitive to some visible wavelengths than others

• Measurements of light must take these effects into account

• CIE V curve corrects for the differences across wavelengths

7006005004003003000.00

0.20

0.40

0.60

0.80

1.00

Wavelength (nm)

Rel

ativ

e L

um

inou

s

Eff

icie

ncy

V’ V

Page 6: TRB 2000Photometry for Traffic Engineers1 Photometry for Traffic Engineers... Workshop presented at the annual meeting of the Transportation Research Board.

TRB 2000 Photometry for Traffic Engineers 6

Commission Internationalede l’Eclairage (CIE) V

(Color Plate)

Page 7: TRB 2000Photometry for Traffic Engineers1 Photometry for Traffic Engineers... Workshop presented at the annual meeting of the Transportation Research Board.

TRB 2000 Photometry for Traffic Engineers 7

Radiometric to PhotometricConversion via CIE V and V’

7006005004003003000

500

1000

1500

2000

Wavelength (nm)

Lum

ens

per

Wat

t

1700 lm/W

683 lm/W

Scotopic (V’) Dark Adapted Peak = 507 nm Km = 1700 lm/W 2.5 X Sensitivity

Photopic (V) Light Adapted Peak = 555 nm Km = 683 lm/W

Page 8: TRB 2000Photometry for Traffic Engineers1 Photometry for Traffic Engineers... Workshop presented at the annual meeting of the Transportation Research Board.

TRB 2000 Photometry for Traffic Engineers 8

Luminous Flux(The Lumen)

Page 9: TRB 2000Photometry for Traffic Engineers1 Photometry for Traffic Engineers... Workshop presented at the annual meeting of the Transportation Research Board.

TRB 2000 Photometry for Traffic Engineers 9

Luminous Flux

• Luminous Flux is the photometrically (V) corrected equivalent of the Watt

• 1 Lumen = 1/683 Watts at 555 nm (peak V)

• Luminous Flux in lumens is calculated as:

730

380e, V() d683

Page 10: TRB 2000Photometry for Traffic Engineers1 Photometry for Traffic Engineers... Workshop presented at the annual meeting of the Transportation Research Board.

TRB 2000 Photometry for Traffic Engineers 10

Luminous Flux Equation Revealed

730

380e, V() d683Lumens =

Integrate overVisible Spectrum

Radiant Energyin Watts

Lumens per WattConversion Factor for

CIE V Curve

CIESpectral Luminosity

Function

WavelengthSamplingIncrement

Page 11: TRB 2000Photometry for Traffic Engineers1 Photometry for Traffic Engineers... Workshop presented at the annual meeting of the Transportation Research Board.

TRB 2000 Photometry for Traffic Engineers 11

Step-by-Step Calculationof Luminous Flux

• Measure radiant energy (Watts) from light source at each across the visible spectrum (380 - 730 nm)

• Convert Watts to Lumens via the V curve and the photopic maximum luminous efficiency constant (683 lm/W at 555 nm)

• Integrate Lumens across visible spectrum

Page 12: TRB 2000Photometry for Traffic Engineers1 Photometry for Traffic Engineers... Workshop presented at the annual meeting of the Transportation Research Board.

TRB 2000 Photometry for Traffic Engineers 12

Step 1.Measure Radiant Energy across

using a Spectroradiometer

PrecisionAperture

and Optics

DiffractionGrating

PhotodiodeArray

MUX

CurrentAmplifier

Wattsper nm

(See next slide for sample data)

Light

Page 13: TRB 2000Photometry for Traffic Engineers1 Photometry for Traffic Engineers... Workshop presented at the annual meeting of the Transportation Research Board.

TRB 2000 Photometry for Traffic Engineers 13

Sample Data from Spectroradiometer

7006005004003003000.0

0.1

0.2

0.3

0.4

0.5

Wavelength (nm)

Wat

ts p

er n

m Radiant Flux (Watts)measured every 10 nm

from 380-730 nm

Page 14: TRB 2000Photometry for Traffic Engineers1 Photometry for Traffic Engineers... Workshop presented at the annual meeting of the Transportation Research Board.

TRB 2000 Photometry for Traffic Engineers 14

Step 2.Convert Watts to Lumens

7006005004003003000.0

0.2

0.4

0.6

0.8

1.0

0

200

400

600

Wavelength (nm)

Rel

ativ

e L

umin

ous

Eff

icie

ncy

Lu

men

s p

er W

att

7006005004003003000.0

0.1

0.2

0.3

0.4

0.5

Wavelength (nm)

Wat

ts p

er n

m

X =

(See next slide for results)

Page 15: TRB 2000Photometry for Traffic Engineers1 Photometry for Traffic Engineers... Workshop presented at the annual meeting of the Transportation Research Board.

TRB 2000 Photometry for Traffic Engineers 15

Results of VConversion

8007006005004003000

100

200

300

400

500

600

700

Wavelength (nm)

Lum

ens

per

nm

Page 16: TRB 2000Photometry for Traffic Engineers1 Photometry for Traffic Engineers... Workshop presented at the annual meeting of the Transportation Research Board.

TRB 2000 Photometry for Traffic Engineers 16

Step 3.Integrate Lumens from 380-730 nm

8007006005004003000

100

200

300

400

500

600

700

Wavelength (nm)

Lum

ens

per

nm

Integration across thevisible spectrm yields

a Luminous Fluxmeasurement of2890 Lumens

Page 17: TRB 2000Photometry for Traffic Engineers1 Photometry for Traffic Engineers... Workshop presented at the annual meeting of the Transportation Research Board.

TRB 2000 Photometry for Traffic Engineers 17

Luminous Flux Equation Revisited

730

380e, V() d683Lumens =

Integrate overVisible Spectrum

Radiant Energyin Watts

Lumens per WattConversion Factor for

CIE V Curve

CIESpectral Luminosity

Function

WavelengthSamplingIncrement

Page 18: TRB 2000Photometry for Traffic Engineers1 Photometry for Traffic Engineers... Workshop presented at the annual meeting of the Transportation Research Board.

TRB 2000 Photometry for Traffic Engineers 18

Luminous Intensity(The Candela)

Page 19: TRB 2000Photometry for Traffic Engineers1 Photometry for Traffic Engineers... Workshop presented at the annual meeting of the Transportation Research Board.

TRB 2000 Photometry for Traffic Engineers 19

Luminous Intensity

Luminous Intensity refers to the amount of luminous flux emittedinto a solid angle of space in a specified direction (since manysources are not isotropic)

The SI unit of Luminous Intensity is the candela

The candela is historically linked to “candle power”(ie., 1/683 W/sr at 555 nm)

1 lumen

unit solid angle1 candela =

steradian

Page 20: TRB 2000Photometry for Traffic Engineers1 Photometry for Traffic Engineers... Workshop presented at the annual meeting of the Transportation Research Board.

TRB 2000 Photometry for Traffic Engineers 20

Solid Angles, Surfaces of Spheres and the Steradian

Imaginary Sphere Surroundinga point source of light

Sphere Area = 4r2

rie., distance

Area

Steradian () =Area

r2

1 m2 subtends 1 sr at adistance of 1 m…since

Ar

1 m2

1 m2 = = = 1

Surface area of a sphereis subtended by 4 sr

= A = 4r2 =r2

4r2

4 = 12.56

Page 21: TRB 2000Photometry for Traffic Engineers1 Photometry for Traffic Engineers... Workshop presented at the annual meeting of the Transportation Research Board.

TRB 2000 Photometry for Traffic Engineers 21

The Candela

An isotropic light source with a luminous intensity of 1 cdis emitting a total luminous flux of approximately 4 lumens

(since an isotropic source emits light into a total volume of 4 sr)

Page 22: TRB 2000Photometry for Traffic Engineers1 Photometry for Traffic Engineers... Workshop presented at the annual meeting of the Transportation Research Board.

TRB 2000 Photometry for Traffic Engineers 22

Broadband Measurementof Luminous Intensity

Precision Aperture(e.g., 1 cm2)

CIE V

Filter

Silicon Photodetector

Display

CurrentAmplifierr = 50 cm

• Photometer aperture subtends 0.0004 sr at 50 cm distance( = Area / r2 = 1 cm2 / 50 cm2 = 0.0004 sr )

• Light energy in 0.0004 sr is filtered and converted to current• Current is converted to lumens (per calibration constant)• Lumens divided by 0.0004 sr = Candelas ( e.g., 0.058932 lm / 0.0004 sr = 147.330 lm/sr (candelas) )

Page 23: TRB 2000Photometry for Traffic Engineers1 Photometry for Traffic Engineers... Workshop presented at the annual meeting of the Transportation Research Board.

TRB 2000 Photometry for Traffic Engineers 23

Illuminance(Lux)

Page 24: TRB 2000Photometry for Traffic Engineers1 Photometry for Traffic Engineers... Workshop presented at the annual meeting of the Transportation Research Board.

TRB 2000 Photometry for Traffic Engineers 24

IlluminanceThe photometrically corrected light energy falling upona given unit of surface area (e.g. lumens/m2)

1 meter

1 footcd =

1 ft2 at a distance of 1 ft subtends 1 sr

1 cd source emits 1 lumen into 1 sr1 lumen per ft2 = 1 foot-candle (fc)

( = 1 ft2/ 1 ft2 = 1 steradian)

1 m2 at distance of 1 msubtends 1 steradian

1 lumen per m2

= 1 lux

1 ft2 = 0.0929 m2

The foot-candle contains10.76 times more light

per unit area than the lux

Page 25: TRB 2000Photometry for Traffic Engineers1 Photometry for Traffic Engineers... Workshop presented at the annual meeting of the Transportation Research Board.

TRB 2000 Photometry for Traffic Engineers 25

Inverse-Square Law

Since light from a “point source”expands outward, illuminanceavailable to a surface decreasesaccording to the inverse-square law

An illuminaire can be treated as a“point source” when the viewingdistance is at least 5X greater thanthe diameter of the light source(5-to-1 rule)

Page 26: TRB 2000Photometry for Traffic Engineers1 Photometry for Traffic Engineers... Workshop presented at the annual meeting of the Transportation Research Board.

TRB 2000 Photometry for Traffic Engineers 26

Inverse-Square Law Example

d1 = 1 meterd2 = 2 meters

1 m2 1 m2

E = I/d2 • cos() E1 d12 = E2 d2

2

E = illuminance (lux)d = distance (m)I = luminous intensity (candelas)

where:

E2 = E1 d12/d2

2

= E1 * 1/22

= E1/4

Double the distance,Quarter the energy

Page 27: TRB 2000Photometry for Traffic Engineers1 Photometry for Traffic Engineers... Workshop presented at the annual meeting of the Transportation Research Board.

TRB 2000 Photometry for Traffic Engineers 27

Cosine Law

Illuminance also decreases with the angle of incidence,as captured by the cosine law

E = cos() * E0

where: E = Illuminace resulting from light incident at an angle degrees from the normal E0 = Illumination resulting from light incident perpendicular (normal) to the surface plane

Page 28: TRB 2000Photometry for Traffic Engineers1 Photometry for Traffic Engineers... Workshop presented at the annual meeting of the Transportation Research Board.

TRB 2000 Photometry for Traffic Engineers 28

Cosine Law Example

E = cos(0) * E0

E = 1.0 * E0 = 0-deg

= 30-deg

= 60-deg

E = cos(30) * E0

E = 0.86 * E0

E = cos(60) * E0

E = 0.50 * E0

As the angle of incidenceincreases from 0-degrees(normal) to 90-degrees, thelight density falling upona surface drops by a factorof cos()

Page 29: TRB 2000Photometry for Traffic Engineers1 Photometry for Traffic Engineers... Workshop presented at the annual meeting of the Transportation Research Board.

TRB 2000 Photometry for Traffic Engineers 29

Broadband Photometer(Illumination Meter)

CosineDiffuser

PrecisionAperture

CIE V

PhotometricCorrection Filter

SiliconPhotodetector

CurrentAmplifier

DisplayLuxLight

Page 30: TRB 2000Photometry for Traffic Engineers1 Photometry for Traffic Engineers... Workshop presented at the annual meeting of the Transportation Research Board.

TRB 2000 Photometry for Traffic Engineers 30

Cosine Diffuser Head

Precision diffusion “lens”can redirect off-axis light toward the detector while alsoeffectively applying thecosine correction factor

Cosine Diffuser

Page 31: TRB 2000Photometry for Traffic Engineers1 Photometry for Traffic Engineers... Workshop presented at the annual meeting of the Transportation Research Board.

TRB 2000 Photometry for Traffic Engineers 31

Luminance(Candelas/m2)

Page 32: TRB 2000Photometry for Traffic Engineers1 Photometry for Traffic Engineers... Workshop presented at the annual meeting of the Transportation Research Board.

TRB 2000 Photometry for Traffic Engineers 32

LuminanceLuminance is a measure of the:

• luminous flux density per beam solid angle

• areal density of luminous intensity emitted from an extended source

• luminous intensity of the projected image of an extended source per unit area of that extended source

• The SI unit of luminance is the candela per m2

Page 33: TRB 2000Photometry for Traffic Engineers1 Photometry for Traffic Engineers... Workshop presented at the annual meeting of the Transportation Research Board.

TRB 2000 Photometry for Traffic Engineers 33

Luminanceas

Projected Luminous Intensity

Luminous Surface Area (A)

Projected Area (m2)

cd/m2L =dI

dA * cos()

Luminous intensity (cd = lm/sr)

Page 34: TRB 2000Photometry for Traffic Engineers1 Photometry for Traffic Engineers... Workshop presented at the annual meeting of the Transportation Research Board.

TRB 2000 Photometry for Traffic Engineers 34

Luminance is an Abstraction

Luminance is not a source quantity nor a detector quantity;instead, it is a purely geometric quantity that describes the beamof light (areal image) connecting the source and the detector.

An optical system (e.g., eye or photometer) is needed to convert luminance into an illuminance at the detector.

Luminance is useful insofar as it correlates fairly well withthe psychophysical dimensions of “brightness” and “contrast”.

Page 35: TRB 2000Photometry for Traffic Engineers1 Photometry for Traffic Engineers... Workshop presented at the annual meeting of the Transportation Research Board.

TRB 2000 Photometry for Traffic Engineers 35

Broadband Luminance Meter

FocusingLens

Eyepiece

MirrorPrecisionAperture

CondenserLens

CIE V

CorrectionFilter

SiliconPhotodetector

Page 36: TRB 2000Photometry for Traffic Engineers1 Photometry for Traffic Engineers... Workshop presented at the annual meeting of the Transportation Research Board.

TRB 2000 Photometry for Traffic Engineers 36

Conservation of LuminanceAcross Viewing Geometry

• Lambert’s Law of Surface Diffusion

• Angle of Observation

• Observation Distance

Page 37: TRB 2000Photometry for Traffic Engineers1 Photometry for Traffic Engineers... Workshop presented at the annual meeting of the Transportation Research Board.

TRB 2000 Photometry for Traffic Engineers 37

Lambertian Surface Diffusion(Another Cosine Law)

Lambertian Reflectance

IncidentBeam cos(0)=100%

cos(60)=50%

IncidentBeam

cos(30)=87%

Lambertian Transmittance

Page 38: TRB 2000Photometry for Traffic Engineers1 Photometry for Traffic Engineers... Workshop presented at the annual meeting of the Transportation Research Board.

TRB 2000 Photometry for Traffic Engineers 38

Observation Angle

0-deg

60-deg

0-deg

Bird’s eye view

0-deg

60-deg

Surface area sampled through a given aperture size increases as a factor of cos()

However, this increase in surfacearea is offset by the fact that theemission of light from the area beingsampled decreases by the samefactor of cos()

Page 39: TRB 2000Photometry for Traffic Engineers1 Photometry for Traffic Engineers... Workshop presented at the annual meeting of the Transportation Research Board.

TRB 2000 Photometry for Traffic Engineers 39

Observation Distance

Luminance in independent of viewing distanceto an extended source since the sampled area (FOV)increases with distance is a manner that cancels-outconcurrent inverse-square losses.

Caveat: The extended source must completelyfill the aperture of the mesurement device!

Page 40: TRB 2000Photometry for Traffic Engineers1 Photometry for Traffic Engineers... Workshop presented at the annual meeting of the Transportation Research Board.

TRB 2000 Photometry for Traffic Engineers 40

Special Problems:LED Symbol Heads

How do you obtain a usefulphotometric field quantity to characterize LED-basedsymbol signs?

Page 41: TRB 2000Photometry for Traffic Engineers1 Photometry for Traffic Engineers... Workshop presented at the annual meeting of the Transportation Research Board.

TRB 2000 Photometry for Traffic Engineers 41

Light Emitting Diodes(LED’s)

What other problems doLED’s present regarding theirphotometric characterization?

Page 42: TRB 2000Photometry for Traffic Engineers1 Photometry for Traffic Engineers... Workshop presented at the annual meeting of the Transportation Research Board.

TRB 2000 Photometry for Traffic Engineers 42

References

• DeCusatis, C. (Editor). Handbook of Applied Photometry. New York: Springer-Verlag, 1998. [Am. Inst. Physics]

•Ryer, A. Light Measurement Handbook. http://www.intl-light.com/handbook/

•Photometry for Traffic Engineers Web Page http://www.usd.edu/~schieber/trb2000/


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