Full text: XVIIth ISPRS Congress (Part B3)

  
increases, but the accuracy of data is not improved. If sonar 
images in the same area are available and the resolution of the 
sonar images is higher than that of the grid, slopes of seafloor 
surface points between bathymetric grid points can be 
calculated by the relaxation procedure (4). The combination of 
depths of grid points and slopes makes it possible to obtain 
depth information between grid points. Because image 
information is used to derive depth information within the 
boundaries of existing grid points, bathymetric data densified 
with this technique describe the seafloor surface more exactly. 
To simplify the experiment presented in this paper, the 
Lambertian model is applied for the reflectance map. More 
complex backscattering models which are better suited for 
sonar images will be studied and used for further 
development. Under the Lambertian assumption, image 
intensity is proportional to the albedo (intrinsic reflectivity) 
and the cosine of the angle between the local normal vector of 
the surface and the vector of illumination (Kober and Leberl, 
1991, Fronkot and Chellappa, 1987, Grimson, 1983). Since it 
is difficult to use one constant albedo parameter for the whole 
area covered by the image in the implementation, albedo 
parameters are determined in small subareas with the 
assumption that the albedo parameter varies very slowly in 
such small sub-areas and can be treated as constants. 
The transformation from object space to image space is very 
important in the relaxation procedure. Control points with 
known coordinates in both the image system and the object 
coordinate system have to be utilized to determine the 
transformation parameters. For images (e.g. GLORIA images) 
which do not have depth information acquired in swaths 
during cruises, these control points are only available along 
track lines. Clearly, a linear distribution of control points in an 
image is not a good configuration to determine transformation 
parameters for the whole image area. It is unlike the 
processing of satellite images for land remote sensing or 
aerophotographs; we usually don't have known marked points 
on the sea floor which can be identified on sonar images. 
Therefore, control points across track lines are interpolated in 
order to achieve a stable transformation between image and 
object spaces. 
  
Figure 1. The grid is densified by a factor of two 
782 
The relaxation model (4) is implemented in a hierarchical 
manner. For instance, figure 1 shows a grid being densified by 
a factor of two by three passes for the shape from shading 
procedure. Actually, the densification factor can be other than 
two. This hierarchical process captures surface relief with 
different frequencies and reduces computational time (Li, 
1990, Terzopoulos, 1986b). 
2.3 Boundary Constraints 
Known grid points are used as boundary points for deriving 
depths from surface slopes (Z,, Z,). Thus, depths of all points 
with slopes can also be computed. On the other hand, these 
known grid points are treated as tie points for the 
reconstructed surface. As shown by figure 2 for a 4x4 grid of a 
subarea, for instance, we have four known grid points and 12 
unknown points. At every point (both known and unknown) 
we have (Z,, Z,) obtained by relaxation procedure (4). So 
boundary constraints can be described as: 
Z(j-Z64,)-Z]j) i1. N-Lj-..N, 
Zi, j) = Z(i, j+1)-Z,j), _i=1,.,N, j=1,.,N,-1. 
65) 
with 
N, - 4 and N, - 4. 
Generally, if the subarea to be reconstructed has a dimension 
of N, by N, and 4 known depth points are available, there will 
be 2N,N,-N,-N, equations in (5) and N,N,-4 unknown depths. 
Here the number of equations is greater than that of 
unknowns. Therefore the equation system (5) is 
overdetermined and can be solved by the least squares method. 
Depths and slopes thus obtained ensure that the depth of a 
point calculated from any point and through any path will 
have the same value, and the sum of slope corrections is the 
minimum. 
  
Figure 2. Depths of unknown points are calculated 
by an adjustment of slopes. 
In the 
No 
comp 
in th 
const 
range 
from 
minir 
The t 
Inclin 
  
Fi; 
Sez
	        
Waiting...

Note to user

Dear user,

In response to current developments in the web technology used by the Goobi viewer, the software no longer supports your browser.

Please use one of the following browsers to display this page correctly.

Thank you.