Full text: Mapping surface structure and topography by airborne and spaceborne lasers

  
International Archives of Photogrammetry and Remote Sensing, Vol. 32, Part 3W14, La Jolla, CA, 9-11 Nov. 1999 
     
UTILIZING AIRBORNE LASER ALTIMETRY FOR THE IMPROVEMENT OF AUTOMATICALLY 
GENERATED DEMS OVER URBAN AREAS 
K. MceIntosh!, A. Krupnik!, T. Schenk? 
! Department of Civil Engineering, Technion - Israel Institute of Technology, Haifa, Israel 
{kerry, krupnik} @tx.technion.ac.il 
“Department of Civil and Environmental Engineering and Geodetic Science, The Ohio State University, Columbus, Ohio, USA 
schenk.2@osu.edu 
Commission III, Working Group 2 
KEY WORDS: Data Fusion, Laser, Photogrammetry, Surface Reconstruction. 
ABSTRACT 
Airborne laser altimetry is a highly efficient and accurate method of obtaining data for the determination of visible surface topography. 
With minimal processing, the laser data can provide coordinates of points on the visible surface with high spatial frequency and 
precision. Although this technology has benefits compared to photogrammetric techniques, there are limiting factors due to the laser 
data having no thematic information. 
photogrammetry in the surface determination process. 
These limitations may be overcome by utilizing aspects of both laser altimetry and 
The research described in this paper has been undertaken to accurately determine the visible surface in urban areas using airborne laser 
scanner data and digital aerial images. In this research, edges detected in the aerial images are used to refine the digital surface model 
(DSM) produced from airborne laser scanner data. The three dimensional edge information allows improvement of the laser DSM by 
providing accurate horizontal locations of the surface discontinuities. Therefore the laser data and the edge information are merged to 
obtain the benefits of each data set, facilitating the generation of an accurate surface model. 
The paper presents preliminary results of testing undertaken using an algorithm developed to combine laser data and photogrammetric 
data. The data set used in the testing is an urban site covering Ocean City, Maryland, USA. 
1 INTRODUCTION 
Highly accurate models of the visible surface in urban areas are 
becoming widely used in many applications, such as digital 
orthophoto production, three dimensional (3D) city modelling 
and 3D building reconstruction. Methods for generating surface 
models of urban areas include using laser scanner data and using 
digital photogrammetric methods. Both methods of DSM 
generation have advantages and limitations. 
The research presented in this paper utilizes information from 
laser scanner data and photogrammetric data to produce an 
accurate model of the visible surface. There are two phases to the 
project. In the first phase, surfaces are created from each data 
source and are accurately registered to the same coordinate 
system. The second phase consists of the extraction of edge 
information from the photogrammetric data, which is used to 
delineate surface discontinuities in the urban scene. By merging 
the edge information and the laser data for surface generation, a 
DSM which more closely represents the actual scene can be 
produced. 
Digital photogrammetric methods of automatic surface 
reconstruction have become widely used due to the efficiency and 
cost effectiveness of the production process, especially in open or 
flat areas, and when using small and medium scale imagery 
(Krzystek and Ackermann, 1995). However, most software 
packages perform poorly in areas with abrupt height differences, 
such as those occurring frequently in urban areas (Haala, 1999). 
The degradation in performance can be caused by failures of the 
image matching process (Axelsson, 1998). Such failures may be 
due to factors like lack of texture in the images (Haala, 1994), 
poor image quality, shadows in the images, occlusions, surface 
discontinuities (Haala et al., 1997) and foreshortening (Schenk 
and Toth, 1992). The problems occur when using digital 
photogrammetry in urban areas result in inaccuracies in the DSM, 
which can be seen in the smoothing effect on surface 
discontinuities (Baltsavias, 1999; Haala, 1999; Toth and Grejner- 
Brzezinska, 1999). Research continues into overcoming the 
problems of deriving DSMs using large-scale imagery and digital 
photogrammetric techniques (Cord et al., 1999; Gooch et al., 
1999; Veidman and Krupnik, 1999). 
One of the benefits of photogrammetry is that the imagery 
contains more information than just the position of pixels in the 
images. Grey-value changes in the images allow the identification 
and classification of objects, such as buildings or vegetation, and 
can be used to detect edges in the images, which often indicate 
the location of surface discontinuities (Baltsavias, 1999; Fradkin 
and Ethrog, 1997; Haala and Anders, 1997). 
Laser scanning is recognized as an accurate data source for DSM 
generation in urban areas (Haala et al., 1997). The spatial 
resolution of the data is dependent on several factors, such as 
   
  
   
  
  
  
  
   
  
  
  
  
   
  
  
  
  
   
  
  
  
   
  
  
 
	        
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