Tunnel Cross-Section Measurement System Using a Mobile Mapping System
Author(s) -
Kiichiro ISHIKAWA,
Jun-ichi Takiguchi,
Yoshiharu AMANO,
Takumi HASHIZUME,
Takashi Fujishima
Publication year - 2009
Publication title -
journal of robotics and mechatronics
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.257
H-Index - 19
eISSN - 1883-8049
pISSN - 0915-3942
DOI - 10.20965/jrm.2009.p0193
Subject(s) - global positioning system , odometer , inertial measurement unit , mobile mapping , computer science , total station , inertial navigation system , system of measurement , laser scanning , dead reckoning , positioning system , remote sensing , computer vision , laser , engineering , geodesy , inertial frame of reference , telecommunications , geography , optics , physics , quantum mechanics , astronomy , structural engineering , node (physics)
This paper describes a tunnel cross-section measurement system using a mobile mapping system (MMS). The MMS features a GPS/ Dead Reckoning (DR) combined navigation system, a three-axis GPS-Gyro/ Inertial Measurement Unit (IMU), laser scanners, cameras, and the Network-based Positioning Augmentation Services (PAS). As GPS cannot be used in the tunnel, so the position estimation is done using IMU and Odometer. In this paper the result of comparison between the conventional tunnel cross-section measurement methods using 3D laser scanner and total station, and the proposed method using the MMS is described. And the examination result of the MMS's positioning accuracy that doesn't use GPS is described. The evaluation result proves that the tunnel cross-section measurement accuracy using the MMS is 7.0 mm, the MMS's measurement accuracy is not different from conventional method using a 3D laser scanner and a total station. The MMS tunnel measurement efficiency is also confirmed in this paper.
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