Logo GISdevelopment.net

GISdevelopment > Proceedings > ACRS > 2000


1989 | 1990 | 1991 | 1992 | 1994 | 1995 | 1996 | 1997 | 1998 | 1999 | 2000 | 2002
Sessions

Agriculture & Soil

Water Resources

Coastal Zone Monitoring

Digital Photogrammetry

Environment

Forest Resources

GIS & Data Integration

Hazard Mitigation

Image Processing

Educational & Profession

Global Change

Landuse

Mapping from Space & GPS

SAR/InSAR

Oceanography

Hyperspectral & Data Acquisition System

AirSAR/MASTER

Poster Sessions
  • Session 1
  • Session 2
  • Session 3



  • ACRS 2000


    Poster Session 1

    Printer Friendly Format

    Page 1 of 3
    | Next |

    Geo-Referencing of Multi-Sensor Range Data for Vehicle-Borne Laser Mapping System(VLMS)

    Dinesh Manandhar, Ryosuke Shibasaki
    Centre for Spatial Information Science, The University of Tokyo
    4-6-1, Komaba, Meguro-ku, Tokyo 153-8505, JAPAN
    Tel / Fax No: 88-3-5452-6417
    E-mail:dinesh@skl.iis.u-tokyo.ac.jp, shiba@skl.iis.u-tokyo.ac.jp

    Keywords: Mobile Mapping, Range Data, Sensor Calibration, INS / GPS

    Abstract:
    Laser mapping has become quite popular in recent days due to it’s capability of providing information directly in three dimension. However, the present laser mapping systems are either air-borne or ground-based (on a static platform). We cannot achieve detail information from air-borne system, though it has it’s own suitability for applications like DEM generation. Ground based static systems are not suitable for larger area mapping purpose.

    The vehicle-borne laser mapping system (VLMS) use laser scanners for three dimensional data acquisition, CCD cameras for texture information, GPS, INS and odometer for positioning information. The data obtained by this system could be a good resource for developing urban 3-D database, which has numerous applications in the field of virtual reality, car navigation, computer games, planning and management.

    In this paper, we discuss about the system architecture of VLMS, calibration of sensors, integration of all these sensors and positioning devices for direct geo-referencing.

    1 Introduction
    The mobile mapping technology has been developed since late 1980’s. The development of the mobile mapping system became possible due to the availability of GPS signal to the civilian community. This system is capable of observing the objects at closer range, thus giving greater details. As per our knowledge, so far, the vehicle based mobile mapping system are based on CCD cameras (in combination with video camera in some cases) for data acquisition. Combination of GPS with either INS or Gyro is used for navigation purpose. For reference of some of these systems, refer GPS-VanTM (Bossler et al, 1991), VISAT-Van (Schwarz et al, 1993, Li et al, 1994), TruckMapTM (Pottle, 1995), KiSS (Hock et al, 1995), GPS Vision (He, 1996) and GeoMaster (Tamura et al, 1998).

    In our system, we have used laser scanners as the main data acquisition device. The system is supplemented by CCD cameras for texture information and as usual combination of GPS, INS and odometer is used for position and attitude information.

    2 System Configuration
    The mobile mapping system is shown in figure 1. It consists of four CCD cameras, four laser scanners, Hybrid Inertial Survey System (HISS) which consists of DGPS, INS and electronic odometer for position and orientation data.



    Figure 1. Mobile Mapping Survey Vehicle and the Sensors on top of the vehicle

    2.1 HISS (The GPS/INS Integration)
    The Hybrid Inertial Survey System (HISS) is the integration of GPS, INS and Odometer. The integrated system has an accuracy of about one-meter in horizontal plane. The system once initialized can work either on DGPS/INS mode or Odometer/INS mode. The switching between the two modes is automatic, which is based on PDOP (if PDOP > 4.0) and number of visible satellites (if no. of sat < 4). The preference is always given to DGPS/INS mode. We have conducted some tests to see the behavior of the DGPS alone and DGPS/INS results at stationary mode (while the vehicle is not moving). For details on HISS and it’s field test results, refer (Tamura et al,1998).

    2.2 Laser Scanner
    Four laser scanners are fixed on top of the vehicle at four different directions as shown in figure 1. The purpose of using four units is to capture the data from different viewing angle so that as much of data can be extracted as possible even when the target is occluded by pedestrians or moving vehicles. The laser scanner head rotates around it’s head (shown in figure 2). It provides the distance from the laser head to the target. This distance is later converted into 3-D coordinates. The configuration of laser scanner is given in Table 1.



    Figure 2. CCD and Laser sensor units

    Meas. Distance Range 50m(reflection rate 20%)
    Accuracy of Range Measurement 3cm(1)
    Scanning Range 300°
    Angular Range Step 0.25°
    Frequency 10Hz

    Table 1. Laser Scanner configuration

    2.3 CCD Camera
    Four CCD cameras are used with parabolic reflecting mirrors. Each unit of CCD camera and Laser scanner are housed in a single frame. Table 2 shows the configuration of the CCD camera.

    Photograph Element 1/2 inch color CCD
    Resolution 659x494
    Output RGB
    Trigger
    shutter
    1/60
    1/10000
    Lens Mount C mount

    Table 2. Configuration of CCD Camera

    Page 1 of 3
    | Next |

    Applications | Technology | Policy | History | News | Tenders | Events | Interviews | Career | Companies | Country Pages | Books | Publications | Education | Glossary | Tutorials | Downloads | Site Map | Subscribe | GIS@development Magazine | Updates | Guest Book