International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences, Vol XXXV, Part B2. Istanbul 2004
amounts to a check-point accuracy of approximately 0.065 m in
planimetry and (for a wide-angle camera) to 0.10 m in height.
Thus, although the DMC has a smaller base-to-height ratio than
a standard photogrammetric wide-angle camera and thus the ray
intersection in object space is less favourable, the resulting
accuracy potential in object space is still superior due to better
measurement accuracy in image space and a better system
geometry (flatness of the image plane, no film shrinkage etc.).
It should be noted, however, that the reported results have been
achieved based on imagery flown for a dedicated accuracy test,
thus the actual values may be somewhat larger in production
work.
4.2 User comments
[n user tests and in actual production work, a large number of
DMC blocks were captured (see Table 2 for details). Flights
occurred at various flying scales and over different terrain types
and the project sizes varied considerably. Some of the blocks
were flown with GPS and IMU. Different products were
generated from these DMC blocks. In a highway corridor-
planning project, images with a ground resolution of a few
centimetres were acquired, and an orthophoto with a resolution
of less than 0.1 m was computed (Table 2, A).
In the following we report some results, obtained by various Z/1
Imaging software products, from these blocks and also
comments from users which they made while capturing and
processing these data:
“We consistently observed a standard deviation of the
automatically generated image coordinates of 2 to 3 yum.
resolution is nearly as good as modern film cameras show in!
their system resolution calibrations at the USGS lab. In
comparison with scanned film in softcopy, the DMC imagery is
clearly superior, because it eliminates that extra scanning
process."
“In comparison with a film camera operation without in-house
film development and film scanning capability, the DMC gives
much faster turnaround, even though it does require a fair
amount of time for imagery postprocessing.”
“The DMC’s FMC capability gives it more latitude in terms of
lighting conditions (cirrus overcast, poor contrast surfaces, poor
reflecting surfaces, and time of year and day [but only if
shadow length specs are relaxed ]). It provides a better S/N ratio
by allowing more dwell time (longer exposure) on each pixel,
or alternatively, faster speeds along the flight line."
For orthophoto production the smaller base-to-height-ratio of
about 0.3 (vs. 0.6 for a wide angle film camera) means that its
imagery frames have an overall average closer-to-vertical
viewing angle. This means more consistent radiometric
response along strips and between strips. This helps to make up
for its smaller footprint requiring more images per km? for a
given pixel size in comparison with a conventional film camera.
This also means less relief displacement: less lean is visible on
features such as buildings and trees, and a less accurate DTM
can be used to still satisfy ortho XY-accuracy specs.
Unfortunately, the lower base-to-height-ratio may be a liability
issue in the arena of 3-D contour mapping because it reduces
the exaggerated relief effect that helps a stereo compiler to
capture more subtle changes in ground elevation when
Project Name A B C D E F
Project size (km^) 1.5 180 1150 2300 4100 1020
Terrain Flat Urban Flat Urban Flat Urban Hilly Flat Forest Hilly
Type Forest Mountain Urban Urban
Rural
Scale 1:3,800 1:10,200 1:11,450 1:21,600 1:43,250 1:21,600
Pixel size, aerial 0.05 0.12 0.14 0.25 0.5 0.25
image (m)
AT o, (um) 23 2.3 2.5 2. NA 25
Geo-Ref. Strategy | AT+ Control AT+ GPS AT+ GPS AT+ GPS GPS + IMU AT+ GPS
RMS XY NMAS 1947! | NMAS 1947 | NMAS 1947 3m. 4m CE90* NMAS 1947
RMS Z NMAS 1947 NA NA NA NA NA
3-D Feature Planimetry No No No No Building
0.3m contour
line
DTM Manual USGS DEM Automatic Automatic USGS DEM NA
Delivery Product Pan Ortho + Colour Colour Ortho | Colour Ortho Colour, IR Building
Mapping Ortho Ortho Polygon
Pixel size, ortho- 0.075 0.12 0.15 0.3 2.0 0.25
photo (m)
Together with the very stable system geometry, these results are
Table 2. Customers’ DMC Projects
compiling a DTM for contour generation.
Whether this will
responsible for the fact that the DMC meets very high accuracy
demands and seems to be able to support contour mapping
down to a 0.3 m (1 fL) contour interval at NMAS 1947
standards and maybe even to ASPRS Class I."
“The DMC image quality is excellent, there is no graininess or
fuzziness as is so problematic with scanned film, there are no
scratches or other artefacts that occur on film, and the spatial
have a significant effect on DTM accuracy is not yet known,
but it is something that should be investigated. For now, we
! Information about ASPRS standards can be found at
www.fedc.gov/standards/documents/standards/accuracy/chapte
r3.pdf
2 CE 90 means 90% probability of a given point's coordinates
falling within that circle's radius.
400
Inter
shou
plani
redu
The
scani
matc
by re
runn
area.
As fi
proci
care!
case:
not |
B, at
pixel
the e
one
mult
quite
pan-:
imag
zoon
quite
film.
In th
has |
imag
techr
heigl
prodi
map]
Over
resol
resol
analy
latitu
contr
day
capit
faste:
suffi
stand
Auto
take
More
as we
heigk
conto
This
block
accur
direc!