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Terrestrial Laser Scanning for the Documentation of Heritage Tunnels: An Error Analysis Chris Page - Pascal Sirguey - Richard Hemi (New-Zealand) Ghyslain Ferré - Elisabeth Simonetto - Christophe Charlet - Damien Houvet (France)

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Page 1: Terrestrial Laser Scanning for the Documentation of ...€¦ · 3D RMSE AS A FUNCTION OF RANGE FROM GCP CENTROID y = 0,0002x + 0,0052 R² = 0,0491 -0,010 0,010 0,030 0,050 0 5 10

Terrestrial Laser Scanning for the Documentation of Heritage Tunnels: An Error Analysis

Chris Page - Pascal Sirguey - Richard Hemi (New-Zealand)

Ghyslain Ferré - Elisabeth Simonetto - Christophe Charlet - Damien Houvet (France)

Presented at th

e FIG W

orking Week 2017,

May 29 - June 2, 2

017 in Helsinki, F

inland

Page 2: Terrestrial Laser Scanning for the Documentation of ...€¦ · 3D RMSE AS A FUNCTION OF RANGE FROM GCP CENTROID y = 0,0002x + 0,0052 R² = 0,0491 -0,010 0,010 0,030 0,050 0 5 10

TERRESTRIAL LASER SCANNING FOR THE DOCUMENTATION OF HERITAGE TUNNELS: AN ERROR ANALYSIS

Page 3: Terrestrial Laser Scanning for the Documentation of ...€¦ · 3D RMSE AS A FUNCTION OF RANGE FROM GCP CENTROID y = 0,0002x + 0,0052 R² = 0,0491 -0,010 0,010 0,030 0,050 0 5 10

SCHOOL OF SURVEYING TEST NETWORK

Page 4: Terrestrial Laser Scanning for the Documentation of ...€¦ · 3D RMSE AS A FUNCTION OF RANGE FROM GCP CENTROID y = 0,0002x + 0,0052 R² = 0,0491 -0,010 0,010 0,030 0,050 0 5 10

SCHOOL OF SURVEYING TEST NETWORK

T1 T2 T3

T4 T5

Page 5: Terrestrial Laser Scanning for the Documentation of ...€¦ · 3D RMSE AS A FUNCTION OF RANGE FROM GCP CENTROID y = 0,0002x + 0,0052 R² = 0,0491 -0,010 0,010 0,030 0,050 0 5 10

3D RMSE AS A FUNCTION OF RANGE FROM GCP CENTROID

y = 0,0002x + 0,0052 R² = 0,0491

-0,010

0,010

0,030

0,050

0

5

10

15

RM

S (m

)

Freq

uen

cy

Range from GCP centroid (m)

T2

Frequency RMS Linear (RMS)

y = 0,0002x + 0,0058 R² = 0,5319

-0,010

0,010

0,030

0,050

0

5

10

15

RM

S (m

)

Freq

uen

cy

Range from GCP centroid (m)

T3

Frequency RMS Linear (RMS)

y = 0,0032x - 0,0043 R² = 0,882

-0,010

0,000

0,010

0,020

0,030

0,040

0,050

0

2

4

6

8

RM

S (m

)

Freq

uen

cy

Range from GCP centroid (m)

T4

Frequency RMS Linear (RMS)

y = 0,0003x + 0,004 R² = 0,1678

-0,010

0,010

0,030

0,050

0

5

10

15

RM

S (m

)

Freq

uen

cy

Range from GCP centroid (m)

T1

Frequency RMS Linear (RMS)

y = 0,0048x - 0,0037 R² = 0,9101

0,000

0,010

0,020

0,030

0,040

0,050

0

2

4

6

8

RM

S (m

)

Freq

uen

cy

Range from GCP centroid (m)

T5

Frequency RMS Linear (RMS)

Page 6: Terrestrial Laser Scanning for the Documentation of ...€¦ · 3D RMSE AS A FUNCTION OF RANGE FROM GCP CENTROID y = 0,0002x + 0,0052 R² = 0,0491 -0,010 0,010 0,030 0,050 0 5 10

THE UNDERGROUND OF ARRAS

Page 7: Terrestrial Laser Scanning for the Documentation of ...€¦ · 3D RMSE AS A FUNCTION OF RANGE FROM GCP CENTROID y = 0,0002x + 0,0052 R² = 0,0491 -0,010 0,010 0,030 0,050 0 5 10

Scenario All Wellington Nelson Blenheim Blenheim 3

GCPs Fixed

rX 12 15 12 9 102

rY 8 8 10 8 70

rZ 10 5 12 9 9

rXYZ 17 17 20 15 124

QUARRY RMSE RESULTS

Page 8: Terrestrial Laser Scanning for the Documentation of ...€¦ · 3D RMSE AS A FUNCTION OF RANGE FROM GCP CENTROID y = 0,0002x + 0,0052 R² = 0,0491 -0,010 0,010 0,030 0,050 0 5 10

SUMMARY

• A reduction in GCPs, placed favourably around the scan scene, shows comparable accuracies to a more dense network of GCPs in the scan scene.

• There is a strong correlation between an increase in RMSE and standard deviation with respect to an increase in distance from the GCP centroid, where the placement of GCPs does not cover the extents of the scan scene.

• Results from the LiDARRAS case study align with the “Test Network” results where the RMSE increases significantly with an increase in range from GCP centroid.

• Where possible, optimise the placement of GCPs in a scan scene and mitigate the distance between the GCP centroid and extents of the scan scene.

Page 9: Terrestrial Laser Scanning for the Documentation of ...€¦ · 3D RMSE AS A FUNCTION OF RANGE FROM GCP CENTROID y = 0,0002x + 0,0052 R² = 0,0491 -0,010 0,010 0,030 0,050 0 5 10

THANKS, QUESTIONS?

TEAM LIDARRAS Chris Page (UoO, SoS)

Pascal Sirguey (UoO, SoS)

Richard Hemi (UoO, SoS)

Ghyslain Ferre (ESGT)

Christophe Charlet (ESGT)

Elisabeth Simonetto (ESGT)

Damien HOUVET (ESGT)

SPONSORS AND SUPPORT Frédéric Leturque (Mayor, City of Arras)

Laurent Contini (Former French Ambassador in NZ)

Sue Baker Wilson (Waihi Heritage Vision)

Isabelle Pilarowski (Musée Carrière Wellington)

Alain Jacques (Archaeologist, City of Arras)

Christophe Serieys (Tourism office, City of Arras)

Seán Brosnahan (Curator Toitū Otago Settlers Museum)

Gregory Lepère (Trimble)

Diana Rothstein (President, AF Dunedin)

Jeff Needham (NZIS)

Cdre G.R. Smith (Chief of Staff, NZDF)

J.S. Hollander (Chairman, RNZE Charitable Trust Board)

Hélène Langlois (Petzl)

Olivier Andrieu (Oldham gas)

Stephen Renton (Oceana Gold)

John Roxborogh

PROJECT WEBSITE http://www.otago.ac.nz/lidarras/index.html