2x10MIG RCC WATER TANK & PUMPING STATION1W09Project code: 1W09Date: 20-02-2011

Designer: Vishveswar Dutt, vishveswar@gmail.com

CalcuLuX Road 7.5.0.1

The nominal values shown in this report are the result of precision calculations, based upon precisely positioned luminaires in a fixed relationship to each other and to the area under examination. In practice the values may vary due to tolerances on luminaires, luminaire positioning, reflection properties and electrical supply.

2x10MIG RCC WATER TANK & PUMPING STATION1W09 1W09 Date: 20-02-2011

Table of Contents

1. Project Description 3

1.1 3-D Project Overview 31.2 Top Project Overview 41.3 Front Project Overview 5

2. Overview of Schemes 6

3. Summary 7

3.1 Main Road 7

4. Calculation Results 8

4.1 Main L (O1): Textual Table 84.2 Main L (O1): Graphical Table 94.3 Main L (O1): Iso Contour 104.4 Main L (O1): Filled Iso Contour 114.5 Main L (O1): Mountain Plot 124.6 Main L (O2): Textual Table 134.7 Main L (O2): Graphical Table 144.8 Main L (O2): Iso Contour 154.9 Main L (O2): Filled Iso Contour 164.10 Main L (O2): Mountain Plot 174.11 Main Eh: Textual Table 184.12 Main Eh: Graphical Table 194.13 Main Eh: Iso Contour 204.14 Main Eh: Filled Iso Contour 214.15 Main Eh: Mountain Plot 22

5. Luminaire Details 23

5.1 Project Luminaires 23

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2x10MIG RCC WATER TANK & PUMPING STATION1W09 1W09 Date: 20-02-2011

1. Project Description

1.1 3-D Project Overview

A 611HGV AC TP P15

A

A

X

YZ

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2x10MIG RCC WATER TANK & PUMPING STATION1W09 1W09 Date: 20-02-2011

1.2 Top Project Overview

A 611HGV AC TP P15

-8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17

X(m)

-2-1

01

23

45

67

89

1011

1213

1415

1617

1819

2021

2223

2425

2627

2829

30Y(

m)

A

A

Scale1:150

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2x10MIG RCC WATER TANK & PUMPING STATION1W09 1W09 Date: 20-02-2011

1.3 Front Project Overview

A 611HGV AC TP P15

-2 -1 0 1 2 3 4 5 6 7 8 9 10 11

X(m)

-3-2

-10

12

34

56

78

910

1112

13Z(

m)

AAAAAAAAAAAAA

Scale1:75

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2x10MIG RCC WATER TANK & PUMPING STATION1W09 1W09 Date: 20-02-2011

2. Overview of Schemes

The overall maintenance factor used for this project is 0.90.

Main Field grid is based on the CEN Luminance grid method.

CodeA

Luminaire TypeLuminaire Type611HGV AC TP P15

Lamp TypeLamp Type1 * SON-T400W

Power (W)Power (W) 431.0

Flux (lm)Flux (lm)1 * 48000

UnitCarriagewayRoad Width mNumber of LanesReflection TableQ0 of TableMaintenance FactorLuminaire CodeInstallationHeight mSpacing mOverhang mTilt90 degL ave cd/m2L min cd/m2L max cd/m2L min/maxL min/aveUlTI %GEh ave luxEh min luxEh max luxEh min/maxEh min/ave

Scheme 1Scheme 1Single Carriageway

9.002

CIE C10.1000.90

ASingle Sided Right

10.0028.00

0.8518.0 4.96 2.69 6.64 0.39

0.530.529.24.9

51.4 21.7 72.3

0.300.42

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2x10MIG RCC WATER TANK & PUMPING STATION1W09 1W09 Date: 20-02-2011

3. Summary

3.1 Main Road

Luminaire Type : 611HGV AC TP P15Lamp Type : 1 * SON-T400WLamp Flux : 48000 lumenTilt90 (T) : 18.0 degGrid Method : CEN LuminanceProject Maintenance Factor : 0.90

T

O

H

W

S

Carriageway : Single CarriagewayRoad Width (W) : 9.00 mNumber of Lanes : 2Reflection Table : CIE C1Q0 of Table : 0.100Maintenance Factor : 0.90Installation : Single Sided RightHeight (H) : 10.00 mSpacing (S) : 28.00 mOverhang (O) : 0.85 m

Overall quality figures for the above road scheme.

LuminanceAverage = 4.96 cd/m2Minimum = 2.69 cd/m2Maximum = 6.64 cd/m2Minimum/Maximum = 0.39Minimum/Average = 0.53Ul = 0.52

GlareTI = 9.2 %G = 4.9

Horizontal IlluminanceAverage = 51.4 luxMinimum = 21.7 luxMaximum = 72.3 luxMinimum/Maximum = 0.30Minimum/Average = 0.42

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2x10MIG RCC WATER TANK & PUMPING STATION1W09 1W09 Date: 20-02-2011

4. Calculation Results

4.1 Main L (O1): Textual Table

TI ( 2.25,-23.38, 1.50) = 9.2%Grid : Main at Z = -0.00 mCalculation : Luminance towards CEN Observer (O1) (2.25,

-60.00, 1.50) (cd/m2)Road Surface : CIE C1 with Q0 = 0.100

Average Min/Ave Min/Max Project maintenance factor 5.11 0.53 0.39 0.90

X (m) 0.75 2.25 3.75 5.25 6.75 8.25 Y (m) 26.60 5.6 6.3 6.5 6.2 5.8 5.2

23.80 5.4 6.0 5.9 5.3 4.9 4.5

21.00 6.2 6.5 5.9 4.8 4.1 3.7

18.20 5.6 5.8 5.2 4.1 3.5 3.0

15.40 4.9 5.3 4.7 3.8 3.1 2.7<

12.60 5.0 5.5 4.8 3.9 3.1 2.7

9.80 5.9 6.2 5.4 4.3 3.5 3.0

7.00 6.6 6.9> 6.2 5.2 4.2 3.8

4.20 5.7 6.3 6.3 5.7 5.1 4.6

1.40 5.7 6.5 6.7 6.4 5.9 5.3

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2x10MIG RCC WATER TANK & PUMPING STATION1W09 1W09 Date: 20-02-2011

4.2 Main L (O1): Graphical Table

TI ( 2.25,-23.38, 1.50) = 9.2%Grid : Main at Z = -0.00 mCalculation : Luminance towards CEN Observer (O1) (2.25,

-60.00, 1.50) (cd/m2)Road Surface : CIE C1 with Q0 = 0.100

Average Min/Ave Min/Max Project maintenance factor 5.11 0.53 0.39 0.90

A 611HGV AC TP P15

-160 -110 -60 -10 40 90 140

X(m)

-140

-90

-40

1060

110

160

210

Y(m

)

A

A

A

A

A

A

A

A

A

A

A

A

A

5.2

4.5

3.7

3.0

2.7

2.7

3.0

3.8

4.6

5.3

5.8

4.9

4.1

3.5

3.1

3.1

3.5

4.2

5.1

5.9

6.2

5.3

4.8

4.1

3.8

3.9

4.3

5.2

5.7

6.4

6.5

5.9

5.9

5.2

4.7

4.8

5.4

6.2

6.3

6.7

6.3

6.0

6.5

5.8

5.3

5.5

6.2

6.9

6.3

6.5

5.6

5.4

6.2

5.6

4.9

5.0

5.9

6.6

5.7

5.7

Scale1:2000

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2x10MIG RCC WATER TANK & PUMPING STATION1W09 1W09 Date: 20-02-2011

4.3 Main L (O1): Iso Contour

TI ( 2.25,-23.38, 1.50) = 9.2%Grid : Main at Z = -0.00 mCalculation : Luminance towards CEN Observer (O1) (2.25,

-60.00, 1.50) (cd/m2)Road Surface : CIE C1 with Q0 = 0.100

Average Min/Ave Min/Max Project maintenance factor 5.11 0.53 0.39 0.90

A 611HGV AC TP P15

-160 -110 -60 -10 40 90 140

X(m)

-140

-90

-40

1060

110

160

210

Y(m

)

3 45

6

6

6

6

A

A

A

A

A

A

A

A

A

A

A

A

A

Scale1:2000

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2x10MIG RCC WATER TANK & PUMPING STATION1W09 1W09 Date: 20-02-2011

4.4 Main L (O1): Filled Iso Contour

TI ( 2.25,-23.38, 1.50) = 9.2%Grid : Main at Z = -0.00 mCalculation : Luminance towards CEN Observer (O1) (2.25,

-60.00, 1.50) (cd/m2)Road Surface : CIE C1 with Q0 = 0.100

Average Min/Ave Min/Max Project maintenance factor 5.11 0.53 0.39 0.90

A 611HGV AC TP P15

6

5

4

3

-120 -70 -20 30 80 130

X(m)

-140

-90

-40

1060

110

160

210

Y(m

)

A

A

A

A

A

A

A

A

A

A

A

A

A

Scale1:2000

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2x10MIG RCC WATER TANK & PUMPING STATION1W09 1W09 Date: 20-02-2011

4.5 Main L (O1): Mountain Plot

TI ( 2.25,-23.38, 1.50) = 9.2%Grid : Main at Z = -0.00 mCalculation : Luminance towards CEN Observer (O1) (2.25,

-60.00, 1.50) (cd/m2)Road Surface : CIE C1 with Q0 = 0.100

Average Min/Ave Min/Max Project maintenance factor 5.11 0.53 0.39 0.90

-02

46

810

X(m)0

24

68

1012

1416

1820

2224

2628

Y(m)

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2x10MIG RCC WATER TANK & PUMPING STATION1W09 1W09 Date: 20-02-2011

4.6 Main L (O2): Textual Table

TI ( 6.75,-23.38, 1.50) = 5.4%Grid : Main at Z = -0.00 mCalculation : Luminance towards CEN Observer (O2) (6.75,

-60.00, 1.50) (cd/m2)Road Surface : CIE C1 with Q0 = 0.100

Average Min/Ave Min/Max Project maintenance factor 4.96 0.56 0.41 0.90

X (m) 0.75 2.25 3.75 5.25 6.75 8.25 Y (m) 26.60 5.5 6.1 6.2 6.0 5.7 5.3

23.80 5.3 5.8 5.6 5.1 4.8 4.6

21.00 6.0 6.3 5.6 4.6 4.1 3.8

18.20 5.4 5.6 4.9 3.9 3.4 3.1

15.40 4.7 5.1 4.4 3.6 3.1 2.8<

12.60 4.8 5.2 4.5 3.6 3.1 2.8

9.80 5.8 5.9 5.1 4.0 3.5 3.2

7.00 6.4 6.6> 5.9 4.8 4.2 3.9

4.20 5.6 6.1 5.9 5.4 5.0 4.8

1.40 5.6 6.2 6.4 6.1 5.8 5.4

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2x10MIG RCC WATER TANK & PUMPING STATION1W09 1W09 Date: 20-02-2011

4.7 Main L (O2): Graphical Table

TI ( 6.75,-23.38, 1.50) = 5.4%Grid : Main at Z = -0.00 mCalculation : Luminance towards CEN Observer (O2) (6.75,

-60.00, 1.50) (cd/m2)Road Surface : CIE C1 with Q0 = 0.100

Average Min/Ave Min/Max Project maintenance factor 4.96 0.56 0.41 0.90

A 611HGV AC TP P15

-160 -110 -60 -10 40 90 140

X(m)

-140

-90

-40

1060

110

160

210

Y(m

)

A

A

A

A

A

A

A

A

A

A

A

A

A

5.3

4.6

3.8

3.1

2.8

2.8

3.2

3.9

4.8

5.4

5.7

4.8

4.1

3.4

3.1

3.1

3.5

4.2

5.0

5.8

6.0

5.1

4.6

3.9

3.6

3.6

4.0

4.8

5.4

6.1

6.2

5.6

5.6

4.9

4.4

4.5

5.1

5.9

5.9

6.4

6.1

5.8

6.3

5.6

5.1

5.2

5.9

6.6

6.1

6.2

5.5

5.3

6.0

5.4

4.7

4.8

5.8

6.4

5.6

5.6

Scale1:2000

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2x10MIG RCC WATER TANK & PUMPING STATION1W09 1W09 Date: 20-02-2011

4.8 Main L (O2): Iso Contour

TI ( 6.75,-23.38, 1.50) = 5.4%Grid : Main at Z = -0.00 mCalculation : Luminance towards CEN Observer (O2) (6.75,

-60.00, 1.50) (cd/m2)Road Surface : CIE C1 with Q0 = 0.100

Average Min/Ave Min/Max Project maintenance factor 4.96 0.56 0.41 0.90

A 611HGV AC TP P15

-160 -110 -60 -10 40 90 140

X(m)

-140

-90

-40

1060

110

160

210

Y(m

)

3

45

5

66

6

6

A

A

A

A

A

A

A

A

A

A

A

A

A

Scale1:2000

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2x10MIG RCC WATER TANK & PUMPING STATION1W09 1W09 Date: 20-02-2011

4.9 Main L (O2): Filled Iso Contour

TI ( 6.75,-23.38, 1.50) = 5.4%Grid : Main at Z = -0.00 mCalculation : Luminance towards CEN Observer (O2) (6.75,

-60.00, 1.50) (cd/m2)Road Surface : CIE C1 with Q0 = 0.100

Average Min/Ave Min/Max Project maintenance factor 4.96 0.56 0.41 0.90

A 611HGV AC TP P15

6

5

4

3

-120 -70 -20 30 80 130

X(m)

-140

-90

-40

1060

110

160

210

Y(m

)

A

A

A

A

A

A

A

A

A

A

A

A

A

Scale1:2000

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2x10MIG RCC WATER TANK & PUMPING STATION1W09 1W09 Date: 20-02-2011

4.10 Main L (O2): Mountain Plot

TI ( 6.75,-23.38, 1.50) = 5.4%Grid : Main at Z = -0.00 mCalculation : Luminance towards CEN Observer (O2) (6.75,

-60.00, 1.50) (cd/m2)Road Surface : CIE C1 with Q0 = 0.100

Average Min/Ave Min/Max Project maintenance factor 4.96 0.56 0.41 0.90

-02

46

810

X(m)0

24

68

1012

1416

1820

2224

2628

Y(m)

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2x10MIG RCC WATER TANK & PUMPING STATION1W09 1W09 Date: 20-02-2011

4.11 Main Eh: Textual Table

Grid : Main at Z = -0.00 mCalculation : Horizontal Illuminance (lux)

Average Min/Ave Min/Max Project maintenance factor 51.4 0.42 0.30 0.90

X (m) 0.75 2.25 3.75 5.25 6.75 8.25 Y (m) 26.60 65 72 72> 68 65 62

23.80 61 66 63 56 52 51

21.00 69 69 59 46 39 37

18.20 59 58 47 35 29 27

15.40 48 50 40 29 23 22

12.60 48 50 40 29 23 22<

9.80 59 58 47 35 29 27

7.00 69 69 59 46 39 37

4.20 61 66 63 56 52 51

1.40 65 72 72 68 65 62

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2x10MIG RCC WATER TANK & PUMPING STATION1W09 1W09 Date: 20-02-2011

4.12 Main Eh: Graphical Table

Grid : Main at Z = -0.00 mCalculation : Horizontal Illuminance (lux)

Average Min/Ave Min/Max Project maintenance factor 51.4 0.42 0.30 0.90

A 611HGV AC TP P15

-160 -110 -60 -10 40 90 140

X(m)

-140

-90

-40

1060

110

160

210

260

Y(m

)

A

A

A

A

A

A

A

A

A

A

A

A

A

62

51

37

27

22

2227

37

51

62

65

52

39

29

23

23

29

39

52

65

68

56

46

35

29

29

35

46

56

68

7263

59

47

40

40

47

59

63

72

72

66

69

58

50

50

58

69

66

72

65

61

69

59

48

48

59

69

61

65

Scale1:2000

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2x10MIG RCC WATER TANK & PUMPING STATION1W09 1W09 Date: 20-02-2011

4.13 Main Eh: Iso Contour

Grid : Main at Z = -0.00 mCalculation : Horizontal Illuminance (lux)

Average Min/Ave Min/Max Project maintenance factor 51.4 0.42 0.30 0.90

A 611HGV AC TP P15

-160 -110 -60 -10 40 90 140

X(m)

-140

-90

-40

1060

110

160

210

260

Y(m

)

30 40

50

5060

70

70

A

A

A

A

A

A

A

A

A

A

A

A

A

Scale1:2000

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2x10MIG RCC WATER TANK & PUMPING STATION1W09 1W09 Date: 20-02-2011

4.14 Main Eh: Filled Iso Contour

Grid : Main at Z = -0.00 mCalculation : Horizontal Illuminance (lux)

Average Min/Ave Min/Max Project maintenance factor 51.4 0.42 0.30 0.90

A 611HGV AC TP P15

70

60

50

40

30

-120 -70 -20 30 80 130

X(m)

-140

-90

-40

1060

110

160

210

260

Y(m

)

A

A

A

A

A

A

A

A

A

A

A

A

A

Scale1:2000

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2x10MIG RCC WATER TANK & PUMPING STATION1W09 1W09 Date: 20-02-2011

4.15 Main Eh: Mountain Plot

Grid : Main at Z = -0.00 mCalculation : Horizontal Illuminance (lux)

Average Min/Ave Min/Max Project maintenance factor 51.4 0.42 0.30 0.90

-02

46

810

X(m)0

24

68

1012

1416

1820

2224

2628

Y(m)

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2x10MIG RCC WATER TANK & PUMPING STATION1W09 1W09 Date: 20-02-2011

5. Luminaire Details

5.1 Project Luminaires

Manta611HGV AC 1xSON-T400W TP P15

Light output ratios DLOR : 0.85 ULOR : 0.00 TLOR : 0.85Ballast : ConventionalLamp flux : 48000 lmLuminaire wattage : 431.0 WMeasurement code : LVF05012

500

0o 30o30o

60o 60o

90o 90o

120o 120o150o 150o180o

C = 180o C = 0o C = 270o C = 90o C = 195o Imax C = 15o

Luminous Intensity Diagram (candela/1000 lumen)

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