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mean brightness values (8-bit scale)
Band 1 Band 2
1
sos
MALALLLALLLLLULLLLVALLLABLRALALLR LAUT
FUMATATA TITAN SAE
aA
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ALAR
^ni
Band 3 Band 4
1
ne
|
un
FLL
FIATALLALLLILLL UL LL LA TASALARAAA LAA SLLALARA LR
BALELELELLAUN
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MAUR LAURE
m
Band 5 Band 6
aL
QRANAXARASARAANSRARARARARASARAXRNA TAN
MALLILLLBLELKAKLELLLLLTALT cuves
nae i
n
Figure 2. Structure of Brightness Values ( T (v)
3.2 Suitability of Bands
Brightness values of several points corresponding to the
bands of both TM and JERS were read and their mean
values plotted to find the spectral response
characteristics. These are presented in Figure 3 (TM
bands only). The response figures vary considerably from
band to band which is encouraging. There are 6 bands of
JERS and 7 bands of TM giving us a reasonable choice
of bands.
mà Lai Ce A
«= o c os x: oe o
o o o o o c a o
sv
c
e
e
NA
4 6 8 10 12
wavelength
Figure 3. Mean Reflectance Against Corresponding
Wave Length (bands of TM) - Expansive Soil
(Sample 1)
3.3 Laboratory Analysis of Specimen
The minerals responsible for giving expansive charac-
teristics to the expansive soils are generally found buried
beneath the surface. In rare cases however they are
found to be exposed to the surface. Some of them have
been collected by the second author and four specimens
were subjected to laboratory analysis for knowing the
spectral characteristics. One of the response curves
appear in Figure 4. The laboratory result could not be
incorporated in the signature generation operation.
33
130%
120%
110%
405 492 67 71 871 972 1073
REFL. WAVELENGTH (na)
Figure 4. Spectral Characteristics of specimens
4. TRAINING SAMPLE
Extensive site investigations have been carried out in
Muscat for construction purposes and for locating places
suitable for development. Four such areas were selected
as training samples. The sample patches vary in size;
one of them, rectangular in shape, measure about one
sq. km. Boundaries of these patches were surveyed
using a hand held Global Positioning System (GPS).
They were identified on the satellite images with the
help of the GPS coordinates. For this the images had to
be rectified beforehand using Ground Control Points
(GCP) located and read on the available topographical
map of the area. The mean values of the residuals
indicate reliability of the rectification achieved :
OE =18.3 m ON =24.8 m
The GPS was used in single observation mode which is
less accurate than the double observation mode. So this,
together with the rectification error, contributed to the
location uncertainty. But considering the fact that with
limited number of drilling there is always an uncertainty
of exact location of the boundary and further noting the
fact that expansive soil is not a sharply defined land
cover it can be said that sufficient accuracy has been
achieved.
S. CLASSIFICATION
Classification accuracy depends upon the data quality,
data structure (distribution type), number of features,
noise in the data, the number of bands employed,
International Archives of Photogrammetry and Remote Sensing. Vol. XXXI, Part B7. Vienna 1996