5B-3-6
time. It was expected that the HISS could be
used to determine the geometric parameters of
road such as superelevation, slope, and radius
of curvature. But in a field test, it is impossible
to identify exactly the beginning and end of the
curve in comparison of data determined from
the HISS with the actual road alignment.
Therefore, we tried to compare the HISS data
with the constant reference data by
conventional method.
Gradient
If the inclination of vehicle with respect to the
road can be neglected, then the superelevation
is given by roll, while the gradient is given by
pitch. The road with a constant slope at a
distance of 150 meters was selected for test
field. The average gradient of road was
measured by the total station. Test data were
recorded after the vehicle has run in the
INS/Odometer mode for 20 minutes. The
gradients were obtained by taking a
movement-average of 50 pitch data are shown
in Figure 6. This method gives fairly good
agreement with the reference slope 6.93 %
taken from the total station. As shown in
Figure 7, raw pitch angles fluctuated around
the reference values. This is most likely due to
vehicle vibration and dynamics.
0 50 100 150
Distance (m)
Figure 6 Gradient of Road
1 101 201 301 401 501
Time (20msec)
Figure 7 Pitch data of HISS
Radius of Curvature
The circular curve at a distance of 500 meters
was selected as test run course. The reference
radius of curvature was calculated by taking
three consecutive points from a map with a
scale of 1:500 and conducting the perpendicular
bisector of two cords. The average read off from
map was 496 meters. As shown in Figure 8,
Radius of curvature R was calculated from
heading 0 and the cord L by positions between
a second before and after. Radius of curvature
determined by this method is shown in Figure
Figure 8 Calculation of Radius of Curvature
^ 600
v 500
I 400
>
= 300
0 200
CO
1 100
«3
0
0 100 200 300 400 500
Distance (m)
Figure 9 Radius of Curvature
Fluctuations in the radius of curvature can be
read off the figure. The relative accuracy of
heading is quite good, below 0.05 degree,
because there is no vibration about azimuth-
axis. Therefore, it seems to be the personal
peculiarity of a driver. As a driver usually tends
to adjust handle in several seconds, periodical
change of heading appears easily.
4.4 Continuous Running Test
The continuous running test was conducted
through the Tomei Expressway, the
Metropolitan Expressway and national roads.
The vehicle traveled on 20 kilometers round-
trip for about 2 hours. In this route, the traffic
is very heavy and also there are many tall
buildings that cover GPS signals. The vehicle