The ability to build three-dimensional models through technologies based on satellite navigation systems GNSS and the continuous development of new sensors, as Airborne Laser Scanning Hydrography (ALH), data acquisition methods and 3D multi-resolution representations, have contributed significantly to the digital 3D documentation, mapping, preservation and representation of landscapes and heritage as well as to the growth of research in this fields. However, GNSS systems led to the use of the ellipsoidal height; to transform this height in orthometric is necessary to know a geoid undulation model. The latest and most accurate global geoid undulation model, available worldwide, is EGM2008 which has been publicly released by the U.S. National Geospatial-Intelligence Agency (NGA) EGM Development Team. Therefore, given the availability and accuracy of this geoid model, we can use it in geomatics applications that require the conversion of heights. Using this model, to correct the elevation of a point does not coincide with any node must interpolate elevation information of adjacent nodes. The purpose of this paper is produce a Matlab® geodetic software for processing airborne LIDAR bathymetry data. In particular we want to focus on the point clouds in ASPRS LAS format and convert the ellipsoidal height in orthometric. The algorithm, valid on the whole globe and operative for all UTM zones, allows the conversion of ellipsoidal heights using the EGM2008 model. Of this model we analyse the slopes which occur, in some critical areas, between the nodes of the undulations grid; we will focus our attention on the marine areas verifying the impact that the slopes have in the calculation of the orthometric height and, consequently, in the accuracy of the in the 3-D point clouds. This experiment will be carried out by analysing a LAS APRS file containing topographic and bathymetric data collected with LIDAR systems along the coasts of Oregon and Washington (USA).
[1]
M. Mostafa,et al.
DIRECT POSITIONING AND ORIENTATION SYSTEMS HOW DO THEY WORK? WHAT IS THE ATTAINABLE ACCURACY?
,
2001
.
[2]
W. Jeff Lillycrop,et al.
SHOALS airborne coastal mapping: Past, present, and future
,
2002
.
[3]
Peter Krzystek,et al.
Advanced Lidar Data Processing with Lastools
,
2004
.
[4]
Andre Samberg,et al.
AN IMPLEMENTATION OF THE ASPRS LAS STANDARD
,
2007
.
[5]
Clive S. Fraser,et al.
INTEGRATION OF BATHYMETRIC AND TOPOGRAPHIC LIDAR : A PRELIMINARY INVESTIGATION
,
2008
.
[6]
Frédéric Bretar,et al.
Full-waveform topographic lidar : State-of-the-art
,
2009
.
[7]
Antonio Tomás Mozas-Calvache,et al.
Efficient methods to convert LiDAR-derived ellipsoid heights to orthometric heights
,
2012,
Int. J. Appl. Earth Obs. Geoinformation.
[8]
N. K. Pavlis,et al.
The development and evaluation of the Earth Gravitational Model 2008 (EGM2008)
,
2012
.
[9]
Norbert Pfeifer,et al.
Analyzing near water surface penetration in laser bathymetry – A case study at the River Pielach
,
2013
.
[10]
R. Santamaria,et al.
Impact of vertical deflection on direct georeferencing of airborne images
,
2015
.