Kalman filter
itching radar
e electronic
etected by a
| matched to
same tech-
, and elec-
ours and the
position and
ops. For the
lip’s position
rding to the
Also actual
a gyroscope
Kalman filter
y integrated
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icquisition of
, the time for
^s the ship is
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e time when
ip's heading
rpose of the
corrections
(1)
rcial vessels
indings. The
idth of 0.5 to
bout 15 to 20
omplete turn
Jar pulses of
are repeated
"hus the raw
dial beams.
na are digi-
1ain memory
image, a re-
formed. The
made up as
ith 256 radial
'osen as 3 Or
g distance of
to the radar
nber of 4096
On the digitized, binary radar image some prepro-
cessing steps are performed. The radar image is
segmented into radar objects representing a contin-
uous echo area. Also characteristic values like the
area of the object and its extremal coordinates are
determined.
Relevant echos for the matching process are
gained from the radar data by selecting appropri-
ate radar objects and extracting the front contour of
these radar objects. Aggregating contour points lo-
cated closely together, the echo points are deducted.
Thus a further data reduction is achieved, resulting
in about 200 echo points within one radar image.
Figure 3 shows the measurement of one echo point
before matching. The echo coordinates r; and ¢; are
given in a polar coordinate system assigned to the
ship's body, the index i is used to distinguish the echo
points within one radar image. As shown in figure
3 the nearest point on the contour of the electronic
chart with its coordinates k,, and k,, is computed.
The distance vector d; is perpendicular to the chart
contour. Based on the distance to the next chart
contour a validation step is performed. If the distance
exceeds a certain threshold, the assignment of echo
and chart is assumed erroneous and the measure-
ment is discarded. Erroneous assignments may arise
from noise in the radar image or other vessels obvi-
ously not contained in the electronic chart. After the
validation step n measurements are assumed to be
available for further processing. In the determination
of the nearest chart point, the motion of the ship is
taken into account by using an individual position
and heading s,,, s, v; for each echo point. This is
expressed by the following equation:
Sy, Sp AS,
Sn, Cs) Frey As: (2)
Vi V) Avi
The corrections As,,, As,, and Av; are gained by
interpolating and extrapolating the position estimates
of the last radar image and the initial position of the
matching process. This is done using the exact mea-
suring time of echo :.
Based on figure 3 the following equation can be
derived:
—ri Sin(y; + Vi + A) Sri AS,
Bust sits [4l |
Kr,
= | ky; | (3)
As,, As, and Av are the desired corrections to
the initial position and heading. By linearizing these
equations with respect to the variable Av, taking
into account equation (2) and neglecting higher or-
der terms, equation (3) can be transformed to the
67
following form:
As
19 . T :
Le y | Ae i= | s | (4)
Ti Av hi
M; As d;
All n measurements result in the system of equa-
tions:
M; AS di
éss T —] ^ TI: (5)
M, l^" d,,
mum e =
M As d
The accuracy of matching is affected by many fac-
tors. Especially effects that impair the correspon-
dence of radar image and electronic chart must be
taken into account. Major impacts on the accuracy of
matching are:
1. The accuracy of the radar sensor.
2. The nature of the specific radar objects and their
influence on the reflection properties. The echo
received for example from a concrete river bank
is more reliable than one from a flat, sandy river
bank.
3. The dependency of the echo locus on the actual
water level.
4. The direction specific information of the distance
vectors d;. They contain only information per-
pendicular to the chart contour.
5. Possible erroneous assignments of echos and
electronic chart. Such assignments may be
caused for example by ships located close to the
chart contour.
The measurement accuracy of the radar sensor is
a-priori known. It is assumed that the errors in the
coordinates r; and v; are independent and normally
distributed with the variances c? and a2. In a lo-
cal cartesian (¢;,n;)-coordinate system according to
figure 3 the following equation for the measurement
errors A£; and An; holds:
ES
Ani
r?c2 0
= | A | (6)
0,
The measurement errors belong to different mea-
surements / andm in a (£;,n;)-coordinate system. The
nature of the chart objects and their dependency on
the water level can also be stored in the electronic
chart. In the matching, the reliability of a echo : is