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AN INTRODUCTION TO LASER SCANNING PART 3 – MOBILE MAPPING AND ACCURACY CHALLENGES

An Introduction to Laser Scanning - Part 3: Mobile mapping and accuracy challenges

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Page 1: An Introduction to Laser Scanning - Part 3: Mobile mapping and accuracy challenges

AN INTRODUCTION TO LASER SCANNING

PART 3 – MOBILE MAPPING AND ACCURACY

CHALLENGES

Page 2: An Introduction to Laser Scanning - Part 3: Mobile mapping and accuracy challenges

MOBILE MAPPING• SURVEYING FROM A GROUND BASED MOVING VEHICLE• COMBINING NAVIGATION DATA WITH LASER SCANNER DATA TO FORM A

POINTCLOUD

Page 3: An Introduction to Laser Scanning - Part 3: Mobile mapping and accuracy challenges

WHY MOBILE MAPPING?• FAST

• QUICK TO MOBILISE AND MAP• LOWER OPERATING COSTS

• CHEAPER THAN CONVENTIONAL SURVEY• SAFE

• MINIMISES SURVEY STAFF ON THE HIGHWAY• HIGH RESOLUTION

• HIGH LEVEL OF DETAIL ON THE PAVEMENT AND STRUCTURES• FLEXIBLE

• CAN BE USED ON MANY DIFFERENT TYPES OF PROJECTS

Page 4: An Introduction to Laser Scanning - Part 3: Mobile mapping and accuracy challenges

MMS COMPONENTS• NAVIGATION

• INERTIAL NAVIGATION SYSTEM (INS)• GLOBAL NAVIGATION SATELLITE SYSTEM (GNSS)• DISTANCE MEASUREMENT INDICATOR (DMI)

• LASER SCANNER(S)

• CAMERA (OPTIONAL)

• MOUNT

Page 5: An Introduction to Laser Scanning - Part 3: Mobile mapping and accuracy challenges

MAINTAINING GOOD ACCURACY• UNLIKE AIRBORNE LIDAR, MOBILE MAPPING SYSTEMS SUFFER FROM LOSS OF GNSS

• WITH NO GNSS, TRAJECTORY ACCURACY DECREASES EXPONENTIALLY OVER TIME DUE TO IMU INACCURACIES• HIGHER GRADE IMUS WILL MINIMISE THESE ERRORS• FOG IMU MORE SUITABLE FOR CHALLENGING GNSS ENVIRONMENTS

• A DMI WILL HELP IMPROVE ACCURACY WHEN GNSS IS NOT AVAILABLE

Page 6: An Introduction to Laser Scanning - Part 3: Mobile mapping and accuracy challenges

IMU ERROR OVER TIME – MEMS V FOG

0 50 100 150 200 250 300 3500.00

1.00

2.00

3.00

4.00

5.00

6.00

7.00

8.00

9.00

MEMS 3D Positional Error over Time30 60 120 180 240 300

Time

3D E

rror

(m)

0 50 100 150 200 250 300 3500.00

0.10

0.20

0.30

0.40

0.50

0.60

FOG 3D Positional Error over Time30 60 120 180 240 300

Time

3D E

rror

(m)

Page 7: An Introduction to Laser Scanning - Part 3: Mobile mapping and accuracy challenges

INS COUPLING• COUPLING IS A TERM USED TO DESCRIBE HOW THE INS AND GNSS INTERACT WITH EACH

OTHER IN ORDER TO IMPROVE ACCURACY

• LOOSELY COUPLED• THE POSITION AND VELOCITY FROM THE INS AND GNSS ARE COMBINED TO FORM A

TRAJECTORY• ALL MMS’ WILL HAVE AT LEAST A LOOSELY COUPLED INS

• TIGHTLY COUPLED• ALSO COMBINES THE GNSS RAW MEASUREMENTS WITH THE INS, THEREFORE ALLOWING GNSS

POSITION UPDATES WITH FEWER THAN FOUR SATELLITES• DEEPLY COUPLED

• AS TIGHTLY COUPLED BUT INFORMATION IS ALSO PASSED FROM THE INS FILTER TO THE GNSS FILTER, WHICH ENABLES FASTER GNSS SIGNAL REACQUISITION

• DIA+• AS LOOSELY COUPLED BUT INFORMATION IS ALSO PASSED FROM THE INS FILTER TO THE GNSS

FILTER, WHICH ENABLES FASTER GNSS SIGNAL REACQUISITION

Page 8: An Introduction to Laser Scanning - Part 3: Mobile mapping and accuracy challenges

COLOURED POINTCLOUD

Page 9: An Introduction to Laser Scanning - Part 3: Mobile mapping and accuracy challenges

DO YOU WANT TO KNOW MORE ABOUT MOBILE MAPPING?

IF SO, GO TO WWW.3DLASERMAPPING.COM/STREETMAPPER

UK: +44 1949 838 004South Africa: +27 12 940 0515Australia: +61 (0) 8 9261 7703North America: +1 720 214 3554