
34 
determine correlation. The results are seen in Figure 
3, where the angle to the first landmark seems to be 
very consistent across trials and at an angle of 90° it 
is preferable since it is indifferent to cross track 
deviations (the last landmark is in close proximity, 
and shows a very similar distribution). If the first 
landmark is taken as the significant maneuvering 
landmark used, then we can find a statistical 
description of the variability of the wheel-over-point 
in relation to the angle to the landmark. We see a 
skewed distribution around a median of about 90° 
for the first landmark, with a few outlier cases, again 
from a different approach path.  
Another result from the simulator experiments 
was the relation between the Wheel-over-point, Pull-
out-point and the local extreme values of the track 
curvature. The wheel-over point was always located 
near a local minimum while the pull-out point was 
located near a local maximum. An example time 
series is seen in Fig. 4 where the relevant points are 
indicated. The nonzero curvature for zero rudder 
angles shows the tendency of single-screw ships to 
turn at zero rudder angles due to propeller inertia and 
asymmetric flow around the stern  
 
Fig.  4. Rudder angle and curvature in relation to wheel-over 
and pull-out points 
In the simulator studies the difference in time 
between the Wheel-over-point and the local 
minimum was computed and is shown in Fig 5. This 
proximity can be used to  make a qualified guess 
about the location of these points based on rate-of-
turn and speed data. The local extreme value 
behavior will be used later to find good candidates 
for wheel-over and pull-out points in the AIS data 
for the same area. 
 
Fig. 5. Wheel-over-point deviation from local extreme value of 
the track line curvature 
3  AIS DATA ANALYSIS 
The Norwegian Costal Administration provided AIS 
data in form of position reports for April, May and 
June 2006 for the presented area. The position 
reports where  then restricted to the immediate area 
around Risavika before it was grouped according to 
each ships unique MMSI number (IMO, 1974). 
Requiring the track line to start to the south and end 
in the harbor was used to restrict the AIS data 
further. The data for each MMSI number was then 
further sorted by time and grouped in space to form 
datasets of track lines continuous in these 
dimensions. This procedure was necessary due to the 
presence of misconfigured AIS transponders making 
identification solely based on  MMSI number 
difficult. The AIS data received contained time, 
position, speed over ground, rate of turn and course 
over ground. The sample rate of the AIS data 
depends on the ships speed and state of the vessel 
and will during transit and turning maneuvers  for 
moderate speed be in the area of 0.3 – 0.5 Hz (IMO, 
1974). 
The AIS data does not contain information that 
makes it possible to pinpoint the transitions between 
the different maneuvers, such as the instantaneous 
position of the rudder. We can however find features 
from the maneuvering techniques used in the data in 
form of the speed, rate-of-turn and position in the 
AIS data with an accuracy of about 5 seconds as 
presented in Fig. 4 and Fig. 5. The AIS data does not 
contain rate-of-turn information for  all vessels, but 
calculation of the curvature of the track line of the 
vessel will accurately identify the value of the 
speed/rate-of-turn relationship. The ratio between 
the vessels rate-of-turn and the speed relationship 
corresponds to the curvature of the ship track. 
Calculation of the curvature will work regardless of 
the absence of rate-of-turn information in the signal. 
The total number of AIS track lines was 429, which 
was further subdivided into 308 single turn 
maneuvers, 107 two turn maneuvers and  14 
maneuvers with 3 or more turns which were 
discarded due to accuracy of the procedure and 
implied poor accuracy in the position reports.  
3.1.1  Calculating curvature from position data 
The curvature κ  of the ships track can be 
calculated from the position and time data. This can 
done by filtering the position data to remove noise 
and then use a numerical expression for the 
curvature calculated by solving the equation for a 
circle passing through the three consecutive points. κ 
can also be directly from the time domain signals for 
the position  x=x(t)  and  y=y(t). The curvature of 
these two signals in Cartesian coordinates with 
φ
 as 
the tangential angle of the signal.