ite boundaries
) not coincide
> outcome of
youndaries of
V-cameras of
.. Y - vertical
ints on focal
>s on the left
; on the right
les on the left
inates on the
oundaries of
/e mentioned
o not appear
Y) and these
yards) can be
id right lines
id right lines
> of straight
of errors in
cal axes of
ined on any
ice point on
obtained on
vs, that only
ear zone are
eclination a
S especially
rdinate of a
] by simple
xperimental
s well as all
' influences
ical, and in
of areas of
nt of pitch
> to a Near
of direct
nts, which
system by
| stereopair
asurements
zeneralized
yarameters,
average) of
direct measurements of these values on the previous large
interval of time. Such slowly varying parameters are:
[ - width of a traffic lane;
h - height of a stereopair center above a NZ plane;
B — stereopair base,
For example, the direct measurement of a roll angle 7 is
determined by expression
E y. (i5 — 123 — (4 — ta)
(t + £a \(t3 mia) (3 t t5X(t =/4)
=
Using a method of dynamic correction of direct measurements
we get an expression for a roll angle y
2}
er
? . (Z22 —Z24)-(Z23 7:221)
where h is the result of a filtration of direct measurements of
h . Here the direct measurements look like:
at detection of the left stereoline
p. ia od
147° 2
(t4 — 6) vG +14)]
at detection of the right stereoline
fa tf
])r y À
i
o LT 5 312]
Thus, the outcome of a roll angle measurement directly depends
only on distance (in pixels) between the bottom points of the
images of the detected fragments of marking lines (fast varying
parameter). Direct measurements of these distances are much
more accurate, because of a smallness of the appropriate
distances, than direct measurements (for example, angles of
declination), constructed with use of coordinates of the top
points of the images of lines fragments. Last mentioned
measurements are present implicitly at expression for A, but
there influence is weak, since / is an outcome of a filtration of
direct measurements of height on the large set of steps of work
of a system.
The vertical coordinate of a point of convergence of the road
marking lines detected in NZ determination is more complicated
but could be carried out using the same principles. The
appropriate expressions with use of a method of dynamic
correction of direct measurements look like
er i h(1+v(e +4) mez 221) , (22 + vai) (1)
1 - B - By(t +4)/2) m, 2
h(1+y(e, +14) S m_ (23) — 254) Qn t»)
pon B(1+(e, +14 )/2) m, T 2 e
nie # 3m SD x en: Zn) > (23 Le) 3)
YaL= h(1+y(e, = ))+ By/2 x Ee zn), (23 tay
i= h(1+ y(t, +14))-By/2 x m_ (22 réu), (v2; * 22) 5)
/ m
After vertical coordinate of a point of convergence is
determined for different pairs marking lines pitch angle value is
calculated by obvious formula.
At that, it is taken into account, how close to each other are the
values of vertical coordinates obtained by the formulas 1—5.
If the values of these coordinates are close at least for three
pairs lines, it is considered, that the road marking lines are
detected correctly.
Then the average value of vertical coordinate is used to
determine a pitch angle. And this value of pitch angle is
considered final.
If all values determined by the formulas 1—5 differ substantially,
it is considered, that the road marking lines are detected poorly,
and their directions are defined not correctly.
In this case choice of an output value of the pitch angle is made
based on two values: the angle value obtained on the basis of
correlation tracking of remote objects and extrapolated value of
the angle, obtained on the basis of a Kalman filter.
In particular, if the increments of the pitch angle, calculated on
different zones, coincide (at least on two zones), the output
value of the correlation block is considered as the output value.
Otherwise output value is extrapolated value of the pitch angle.
A dispersion of an estimation of the pitch angle in this case is
increased, and, as a result, areas of interest for road marking
lines searching on the following image shoul to be increased.
Such approach to a choice of an output value of the pitch angle
is based on simulation of work of algorithms with use of
experimental registration.
4. CONCLUSION
The carried out simulation with usage of experimental
registrations has shown reliability of operation of the offered
method.
-877—