P2-9-4
Measurement Point
Revolving Laser Level
Figure 4 Measurement using Laser Level
Figure 5 Concept Drawing of Measurement System Using GPS and Laser Level
play 2 roles in this system as shown in Figure 6.
The basic idea of this principle is to take advantage of the
fact that the laser level can provide extremely high accuracy
of several millimeters. Using this feature,
the height of the laser level (RH) can be measured at the
same time from the height of GPS fixed on top of the laser
receiver (GH) and the laser level measurement (Rh).
RH = GH - (GK - Rh) • • • Equation 1
Since this.value contains a GPS fluctuation error, it must be
adjusted during the observation time. The adjusted value
MRH is derived from Equation 2.
MRH = 2 RHi / n ... Equation 2
(Value "n" must be greater than 14400 because 4 hours or
longer adjustment processing is required and the data update
rate is 1 second.)
Therefore, if the GPS and laser receiver heights are recorded
continuously while moving the laser receiver and observing
several survey points, the laser level altitude can be deter
mined accurately by post-processing with Equations 1 and 2.
Figure 7 shows the equipment mounted on a normal auto
mobile, and Figure 8 shows a scene of the survey using the
vehicle.
4. Accuracy, Efficiency, Usability
1) Accuracy
Based on the performance of each piece of equipment of
this system, we estimate that the accuracy of the entire sys
tem will be within ± 2 cm for a survey range of about 3 ~ 4
km.
An example of the results for a test survey conducted at
Tokyo International (Haneda) Airport is shown in Figure
12. In a comparison with the results of a cautious survey
conducted using the auto level, all measurements were within
± 2 cm.
2) Efficiency
Because this system is mounted on a survey vehicle and
provides continuous measurement while driving, work effi
ciency was significantly improved over the conventional
method of stopping at each survey point..
Based on the work efficiency data of the test survey, we
estimate that the work efficiency tripled the conventional rate
in terms of efficiency per day (km/day), and was 5 times or
greater in terms of efficiency per day per person (km/person,