Full text: Proceedings, XXth congress (Part 4)

  
  
Pas 
International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences, Vol XXXV, Part B4. Istanbul 2004 
The second stage of the process handles the situation where a 
contour line's all neighbor contour lines are on the same 
elevation. As in figure 5 contour lines a, b and e are adjusted by 
the first stage, c and d are passed to and processed in the second 
stage. 
c 
3. AUTOMATIC CONTOUR LABELLING 
Based on above relation model and the inherent properties of 
contour lines it is possible to propagate the known local 
information (elevation) to entire contour map. Elaboration in 
last section is based on the assumption that all involved contour 
lines have set the right elevation. It is better to extend the above 
definition at elevation monotone region of the map. 
Lemma if Dc,;c; » D, and c; is on the left (right) of c;, then 
Ni(cj)9e» (N.(c;)7c;). and further H(c;)* Zl H-«H(c;Y( H(cj)- À 
H-H(c;). Where Dc;c; is the degree of proximity of contour 
pair (¢;, c») and D, is the threshold value. | 
The process of automatic labelling elevation value to contour 
line is as following. 
1. Construct CDT on the contour map and compute the 
degree of proximity 
2. Interactively labelling two contour lines c; and c» 
with the right elevation value. Saddle in the contour map 
produces ambiguous when propagate elevation using 
above rule. Thus the two setting contour lines must be 
lower than the lowest saddle. Adjust the c; and c; to the 
right direction as mentioned in section 2.3. 
3. Every adjusted contour line is used as a referent 
contour line once. Get all contour lines that have relation 
of l-order proximity with the referent contour line a, label 
the left ones and the right ones whose degree of proximity 
with the referent contour line is great than D, with H(a)* 
AH and H(a)- AH respectively. If à is a closed contour 
line and the adjusting ones on the right side are closed too, 
label them with H(a). Adjust the direction of them. 
Reiterate this step until all contour lines is labelled with 
elevation. 
Figure 6 Ambiguous situation when automatically labelling 
contour lines 
At some situation it may not be enough by interactively setting 
only two contour lines as local known information. As in figure 
6, assuming contour line a is a reference and ^ and c are on its 
left, then ^ and c will be labelled as H(a)* AH, but it is wrong 
if a and b are one contour line broken by the bound actually. So 
if we label some contour line, e.g. f; as the highest contour, then 
after the automatic process reaches fa reversing process can be 
triggered to check if there is wrong. 
There is other situation like local pits that cannot get the right 
result when using above approach because the above approach 
takes that the whole map has not negative region. This problem 
can be dealt with the strategy as mentioned last paragraph by 
specifying the contour line at which elevation increment is 
becoming negative. 
4. CONNECTING BROKEN PARTS OF CONTOUR 
LINES 
There are broken contour lines in typical topographic maps 
caused by restricted space in map and the intersections with 
other features and annotations. The broken contour lines would 
become even more after the process of scanning and automatic 
recognition. Connecting the broken parts into one contour 
manually is evidently not an elegant solution. The automatic 
approach of this task includes two steps: identify the broken 
parts of one contour line first and connect them in sequential 
order secondly. Based on the topological relation the 7 parts 1a; 
| i = 1, n} that are bona-fide one contour line satisfy three 
conditions. 
|. All parts have equal elevation. 
2. Every part at most has one end node at the boundary 
of the contour map. And of all parts, the count of end 
nodes at the boundary of contour map does not 
exceed two. 
3. All parts have same topological relation (Ni, N. or N,) 
with one contour line or multiple contour lines who 
are 0-order proximal (Np). 
  
  
  
   
   
  
  
  
  
  
  
  
   
Figure 7 The connection of broken contour lines 
The second step is the connection of broken parts of one 
contour line, which is performed in CDT. There may be various 
situations of the set of the broken parts. Figure 7 illustrates one 
of them and the connection process is designed as below. 
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