Online Exclusive: Data Integration for Coastal Surveying
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Online-only 2009
Combining Laser Scanner and Bathymetric Sensor
by Marco Bacciocchi, Paul Byham, and Dario Conforti
When surveying the coastline, the integration of bathymetric (below sea level) and laser scanning
(above sea level) data causes problems due to the different imaging properties. However, by
ensuring that the different data sets have been accurately georeferenced and oriented, a complete and accurate model of the terrain above and below sea level can be obtained. This technique was employed to survey the area of Portovenere in Italy, including the San Pietro church located on a steeply sloping rocky promontory, with positional accuracies in the order of 5cm.
One of the biggest issues in coastline survey is the accurate combination of terrestrial and marine data. This problem is caused by several issues. Different data sources have different image resolution and accuracy. in addition, integrating data retrieved from different sensors at different times introduces problems with georeferencing. Codevintec Italiana and its partners have overcome these problems by merging terrestrial lidar and bathymetric data in order to obtain a high-resolution three-dimensional (3D) model of the coast (see article on waterside mapping,
Hydro International, March 2008).
Integrated Approach
Recently, Optech laser scanners were updated to operate with position and attitude information. Codevintec equipped a vessel with a boat-mounted Optech intelligent laser ranging and imaging system (ILRIS-3D) to survey areas above water level. A SWATHplus-H wide-swath sonar system from Systems Engineering and Assessment Ltd (SEA) was also established to collect underwater topographic data. The combined GPS and inertial Applanix platform – position and orientation system for marine vessels (POs MV 320) – measured the position and attitude of the two sensors during the survey. This integrated approach allowed us to obtain a complete 3D model during a single survey, including locations that were impossible to reach from land. trial surveys were carried out by the Italian Navy in Portovenere, Italy, around the area of the Church of San Pietro. The church, which sits on a rocky promontory, was built by the Genoese between 1256 and 1277 on the ruins of a Paleochristian church, which in turn was built over a pagan temple dedicated to the goddess Venus Erycina.
Church of San Pietro during the ILRIS-3D survey
Data Acquisition
since one of our goals was to compare
results obtained using both static and
dynamic lidar, the site was surveyed
over two different time frames
using two different approaches. in
2006, the entire church exterior and
interior were surveyed using the terrestrial
laser scanner ILRIS-3D. The second survey,
in the summer of 2008, involved two
different sensors. The dynamic laser
scanner ILRIS-MC (motion compensation)
and bathymetric sonar SWATHPlus-h data sets were acquired
at the same time. both data
sets were georeferenced and oriented
using the Applanix inertial system.
The 3D model of the entire bay above
and below sea level was then
integrated with the high-resolution
scan of the church acquired in 2006.
Static Survey
Fifteen external stationary lasers
were positioned around the church
for a total of 32 acquisitions. An
additional scan was also performed
from Palmaria island in order to
improve the model along the south
side. Three scans were acquired of the
church interior. The pan and tilt
technique allowed the entire 360°
field of view to be measured. While
the laser scanner survey was
conducted by Codevintec, the navy
completed the topographic survey
using a high-precision total station.
Those points were used for the final
georeferencing of the entire 3D point
cloud. PolyWorks software from InnovMetric was used to align and
georeference the point clouds and to
create the triangulated model of the
church. Z-Map software was used to
create the orthophoto and the CAD
model of the main façade.
Dynamic Survey
The naval hydrographic office tested
the integration of different sensors on
the same boat in June 2008. being
able to scan from a boat allowed us to
collect data along the southwest
façade of the church (impossible
during the 2006 static survey). The
vessel followed several lines at a
speed of 2–4 knots in order to cover
the entire area at an optimal
resolution. At the heart of our system
is the Applanix POs MV, which
acquired data at 100hz in order to
provide the necessary attitude
corrections. it comprises three accelerometers
and three gyroscopes,
which measure the acceleration and
angular velocity in order to compute
all aspects of the boat motion:
position, speed, tide, acceleration,
orientation and rotation. two dual-
frequency (L1/L2) GPS receivers track
and record the vessel’s path. Differential GPS processing was used to
correct and refine the georeferenced
data. The position and motion data
can be processed to increase GPS
accuracy to approximately 1cm.
Installation of the ILRIS-MC on the boat
ILRIS-MC
The ILRIS-MC offers
several advantages compared with
traditional survey techniques.
Dynamic scanning is carried out
quickly and efficiently, allowing
previously inaccessible locations to
be measured. The system records the
Cartesian coordinates of every
measurement, as well as the intensity
of the beam, which is dependent on
the target level of reflectivity. two
different ILRIS-MC surveys were
completed. The first involved
blocking one mirror and scanning
vertical lines (yielding a resolution in
the direction of the vessel dependent
upon its speed). The boat was then
anchored in front of the rock face and
a pseudo-static survey was
performed. This allowed the final
resolution to be increased (to 1–2cm)
and precise motion-compensated 3D
data sets to be automatically
generated.
SWATHplus
The SWATHplus interferometric technique can collect wide-swath high-resolution bathymetric data. It is especially useful in shallow water as data can be collected quickly. A high-frequency (468kHz) transducer was used to survey the seabed at depths of 2–25m, obtaining a resolution of 10cm. The technique measures range from timing and angle by comparing phases at vertically spaced transducer staves installed on the hull. The interferometric technology allows simultaneous collection of side-scan data at the same resolution as the bathymetric data. This allows a point cloud to be acquired with the same features as the laser scanner (range and intensity). The final output is a XYZ georeferenced point cloud grid.
Systems Integration
One of the biggest issues in this type of survey is the knowledge of the relative distances between every object. The POS has its own orientation and position inside the boat, and it is important to know the exact orientation and location of the ILRIS-MC and SWATHplus sensors relative to the POS. The connectivity between ILRIS-MC and positioning system is limited to synchronising the clocks between the instruments. SWATHplus received binary data directly from the positioning system. To regulate the two sensors with the POS, two different calibrations were performed for both ILRIS and SWATHplus:
- lever arm: relative position with respect to the POS (X, Y and Z); and
- boresight: angle orientation with respect to the POS (roll, pitch and heading).
High-resolution integration of the static survey (2006), dynamic survey (2008) and bathymetry
Processing Data
The binary data collected by the POS were processed with the GPS reference data using POSPac software. The result is the smoothed best estimated trajectory (SBET) that is used as input to correct both laser and bathymetry data. The ILRIS-MC data were processed with the SBET using the parser software, inputting the previously calculated calibration file. The same SWATHplus software that was used to collect the bathymetric data was also used to process them, applying the observed motion, speed of sound in water and tidal data. The processed data were gridded and edited to create the final ASCII digital terrain model (DTM). PolyWorks software was used to integrate the three data sets (ILRIS-3D 2006, ILRIS-MC 2008 and SWATHplus 2008), yielding a complete model of the Portovenere area.
Complete Data Set
Both dynamic laser scann and interferometric multi-beam allow large areas to be surveyed quickly with an absolute accuracy of about 5cm. Georeferenced data sets are automatically generated. The two systems can be considered to be complimentary; in conditions where neither technology can operate independently, the two techniques provide a complete data set. This fusion of two methods generated a complete and accurate digital model of areas above and below the water level, a result that cannot be duplicated with any other topographical survey instruments. The georeferencing accuracy allowed these data to be integrated with the results of a static lidar survey in order to increase the resolution of particular objects of interest.
Acknowledgments
Gratitude and thanks to Captain De Marte, the entire staff of the
Nave Mag-naghi, especially Captain Tozzi, and Mark Field, Applanix sales manager.
Marco Bacciocchi has a degree in Telecommunications Engineering from the Polytechnic University of Milan. He is the sales and support engineer for Codevintec Italiana, providing support for SwathPlus, Reson SeaBat and Ilris 3D products.
Marco.Bacciocchi@Codevintec.it
Paul Byham holds a joint honors degree in Geography and Computer Science. He has worked in the offshore survey industry for 15 years. He is a support engineer, trainer and survey consultant for SEA.
pwbyham@bythymetry.com
Dario Conforti graduated in Urban Architecture from the Polytechnic University of Milan. He joined Optech Incorporated as an international technical support representative. He has extensive
experience in laser scanning technology, GPS, bathymetry and airborne photogrammetry.
darioc@optech.ca
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