Spacer
Archive
Archive > June 2009, Volume 13, number 5 > Data Integration for Coastal Surveying

Data Integration for Coastal Surveying

  01/06/2009
Combining Laser Scanner and Bathymetric Sensor
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.

Marco Bacciocchi, Paul Byham, Dario Conforti


View Larger Map

One of the biggest issues incoastline survey is the accurate com-bination of terrestrial and marine data. This problem is caused by sev-eral issues. Different data sources have different image resolution and accuracy. In addition, integrating data retrieved from different sensors at different times introduces prob-lems with georeferencing. Codevintec Italiana and its partners have over-come 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, in-cluding locations that were impossible to reach from land. Trial surveys were carried out by the Italian Navy in Portovenere, Italy (Figure 1), 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.


Data Acquisition
Church of San Pietro during the ILRIS-3D surveySince one of our goals was to compare results obtained using both static and dynamic LiDAR, the site was sur-veyed over two different time frames using two different approaches. In 2006, the entire church exterior and interior were surveyed using the ter-restrial laser scanner ILRIS-3D (static survey, Figure 2). 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 ac-quired 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.


ILRIS-MC
Installation of the ILRIS-MC on the boatThe ILRIS-MC (Figure 3) 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).


Processing Data
High-resolution integration of the static survey (2006), dynamic survey (2008) and bathymetryThe 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 (Figure 4).


Complete Data set
Both dynamic laser scanning and interferometric multi-beam allow large areas to be surveyed quickly with an absolute accuracy of about 5cm. Georeferenced data sets are automatically generated. 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.


Acknowledgements
Gratitude and thanks to Captain De Marte, the entire staff of the Nave Mag-naghi, especially Captain Tozzi, and Mark Field, Applanix Sales Manager.

 

Biography of the author
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.

Email: Marc...@Codevintec.it

Paul Byham holds a joint honours degree in Geo-graphy and Computer Science. He has worked in theoffshore survey industry for 15 years. He is a supportengineer, trainer and survey consultant for SEA.SFlb
Email: pwby...@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.
Email: dar...@optech.ca




     


Comments (2):

Bravi, Great job! Agata - 11/06/2009 - 15:00


Bravi! Grat job! Agata - 11/06/2009 - 14:59


Make your comment:
Name:
Your comment:
Type over the 2 words (or number) from the picture
 
Most Popular Articles Most Popular News Most Popular Jobs
Spacer
 

Interactive


Hydrographic Survey of Riverbed Erosion

Members of the US Geological Survey were filmed while out on the Missouri River at Williston, North Dakota, USA, performing a hydrographic survey to monitor the state of riverbed erosion. They were using a multibeam echo sounder which transmits sound energy and analyses the return signal (echo) that has bounced off the riverbed or other objects. Multibeam sonars emit sound waves from directly beneath a ship's hull to produce fan-shaped coverage of the riverbed. 


Gauge height at the Williston gauge was approximately 27.65 feet when this video was taken. Additional information about the USGS streamgauge at Williston is available at http://waterdata.usgs.gov/nd/nwis?program=nwisman&site_no=06330000

 

 Last 5 items:
 Hydrographic Survey of Riverbed Erosion
 Introduction to GEBCO
 MCA on Surveying the British Coast
 Surveying in the Port of London
 Venessa O'Connell on Hydrography
 
Spacer
Spacer
Spacer
Spacer
Poll

What is More Interesting for Hydrographic Surveyors?


Spacer
Spacer
Spacer
Spacer
Spacer
Spacer