International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences, Vol XXXV, Part B7. Istanbul 2004
LINE 23
LINE 24
—
LINE 22
LINE 25
Figure 5. Rose Diagrams of Automatically Extracted
Lineaments
Rose diagram for manual extraction is given in Figure 6.
Figure 6. Rose Diagram of Manually Extracted Lineaments
Rose diagrams generally indicate the similarity in major
discontinuity orientations. The reference lineament map, which
is drawn manually has the major orientation of E-W. Similarly
the automatically extracted lineament maps has the same major
orientation.
Besides the similarities of the rose diagrams, a reliable site
investigation is necessary for more accurate analysis. A detailed
investigation by Karpuz (1982) is considered for the major
discontinuity orientations. The orientations are found from the
pole distribution data defined by Karpuz (1982). The pole
distribution is shown in Figure 7.
N
Figure 7. Pole Distribution of the Gólbas: District
From the pole distribution of the discontinuity sets, three major
discontinuity orientation is determined as N 50° E, E-W, N 70°
W. From these results, it can be easily seen that the results of
Karpuz (1982) and the extracted lincaments have the same
orientation. Except one set that is accepted as the minor
discontinuity set in the field.
From the field studies carried out, the most suitable mine for
detecting lineaments is used for further analysis. As the Ikonos
image from year the 2002 a mine that is abondoned would be
more suitable. Besides this also surface lineaments must be
nearby.
In order to see the applicability of the methodology in mining
sites, face discontinuity sets are extracted. For the face
lineament extraction, again directional filters are used with the
digital images of the face of the quarry. Except the E-W
direction, all three directions (N-S, NW-SE, NE-SW) are
considered. Because of the reason that nearly horizontal
lineaments are difficult to match With the surrounding
lineaments, those with E-W direction are eliminated.
The face lineaments are determined by the same method, which
is Sobel filtering. The images were taken with a 2 megapixel
digital camera. In order to match the face lineaments with the
surrounding ones filtering the face images in three directions
(N-S, NW-SE, NE-SW) is found to be suitable. Finding a nearly
horizontal lineament in the face can give nothing about the
nearby detected lineaments.
The strikes of the face discontinuity sets determined from face
images, which are supposed to be the lineament orientations
found from Ikonos image, are compared with the orientations of
the lineament map obtained from the Line module. From the
field studies carried out, it is seen that strike directions of face
discontinuity sets matches withe the orientation of the
lineaments detected from nearby the faces.
For the accuracy assessment, the length and the number of the
lineaments are considered. A 15 % of tolerance is accepted for
the matching process. After examining the tolerance values the
final parameters are found.
As the total length of the manually extracted lineaments is
130040 meters. The tolerance value is +19506 meters. The
lineament maps in this interval are 1 VEC, 2 VEC, 8 VEC, 13
VEC, 16 VEC, 17 VEC, 19 VEC and 23 VEC.
Another parameter is the number of the lineaments. The total
number 3357. similarly a 15 % tolerance is accepted. The
lineament maps in this interval are 1 VEC, 2 VEC, 5 VEC, 14
VEC, 16 VEC, 18 VEC, 19 VEC, 22 VEC, 23 VEC.
From the analyses, an elimination is made according to the
tolerance limits and final parameters are determined according
to the rest of the lineament maps. The final parameters of LINE
are as follows.
RADI: 12
GTHR: 25 - 60
LTHR: 20 - 30
FTHR: 3
ATHR: 20
DTHR: 1
For the RADI parameter, also 5 or 7 value gives good results.
Higher values of RADI results in loss of dataand joining of
lines.
For the GTHR parameter lower than the determined region
gives plenty of lineaments that appear to be non-geologic. Also
values higher than the region yields to poor results with respect
to the output number and total length.
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