*S, Voi. XXXVIII, Part 7B
In: Wagner W„ Székely, B. (eds.): ISPRS TC VII Symposium - 100 Years ISPRS, Vienna, Austria, July 5-7, 2010, IAPRS, Voi. XXXVIII, Part 7B
ions and high frequency
rojection is operated. All
ìatic (PA) pixels are
same processing flow to
image (blue, green, red,
i by rational functions: in
lodel, metadata contains
s that can be used by
npled into a cartographic
nd terrain distortions,
located to be used into
IS). Product location is
rence3D™, if available)
sd on (Baillarin 2004)]).
)r ortho-rectification. The
ty metadata.
be PAN-sharpened to
lage.
ho-images, automatically
'individual strips. This is
agility and the precise
le strips are all converted
r computed tie points and
ically homogenised, then
ng-line.
AL PLANE: THE
DUCT
focal plane makes the
lse. A new product level
Lussy 2006).
a basic product specially
ommunity and delivered
inction model.
Figure 3: Focal plane layout and location of ideal array
In order to greatly simplify the use of sensor model, the Sensor
Level product simulates the imaging geometry of a simple
push-broom linear array, located very close to the PA TDI
arrays. Besides, this ideal array is supposed to belong to a
perfect instrument with no optical distortion and carried by a
platform with no high attitude perturbations. This attitude jitter
correction (made with a polynomial fitting) allows both for
simple attitude modelling and more accurate representation of
the imaging geometry by the rational functions sensor model
(see further).
3.2 Processing and image quality
The production of this ideal linear array imagery is made from
the raw image and its rigorous sensor model.
The raw image is resampled into the Sensor Level geometry
taking into account a DEM. The direct geolocation is made
with an accurate Sensor Level geometric model. Thus, Sensor
Level image and its geometric model are consistent. The
impacts of the above processing on the geometric accuracy of
the resulting products have to be significantly small (errors less
than centimetres). These errors are due to:
The quality of the resampling process,
The accuracy of the DEM used (generally SRTM
DTED1).
The Sensor Level product is delivered with two geometric
models:
a “rigorous sensor” model
a rational function model
Users can choose either the rigorous sensor model, or the
rational function sensor model: results are very comparable.
On one hand, the rigorous sensor model is defined from a
complete set of parameters of the image acquisition:
alignment and focal plane characteristics (linear array)
image time stamp
smoothed attitude and ephemeris time tagged
Such rigorous models are conventionally applied in
photogrammetric processing because of the clear separation
between various physical parameters and so, easier to use in
block adjustments (refinement using GCP).
On the other hand, the Rational Function Model, RFM, is an
approximation of the rigorous sensor model. It allows full
three-dimensional sensor geolocation using a ratio of
polynomials (Tao 2001), using a standardized and very simple
relationship between raw pixels and geographic coordinates.
The RFM is able to achieve a very high accuracy with respect
to the original rigorous sensor model. Accuracy assessment
shows that RFMs yield a worst-case error below 0.02 pixel
compared with its rigorous sensor model under all possible
acquisition conditions.
Therefore, when the RFM is used for imagery exploitation, the
achievable accuracy is virtually equivalent to the accuracy of
the original physical sensor model: the 0.02 pixel (1.4 cm)
difference between the two models is an order of magnitude
smaller than the planimetric accuracy and is therefore a
negligible error. The RFM fully benefits from the pre
processing applied to generate the Sensor Level product
(removing high frequency distortions) allowing rational
functions to precisely represent this smooth geometric model.
RFM can be used as a replacement sensor model for
photogrammetric processing.
which would have been
msor (SPOT-like) in the
) be able to exploit the
*e (such as DEM or 3D
ito account the complex
tie (mainly because of the
fitly tilted TDI arrays for
ach XS band), the raw
! different products with
arrays
omponent
r
mm
i » 1 mm
To obtain the best results:
Resampling process is made with a highly accurate
method (using spline interpolators (Unser 1999)),
The DEM is pre-processed in order to minimize the relief
artefacts due to errors and/or blunders.
The geometric model differences between raw image and
Sensor Level (especially attitude and detector model) are
minimized to decrease the parallax and the altitude error
effects.
Hence, the quality of a Sensor Level image is mainly linked
with the quality of the corresponding raw image (the geometric
budgets are detailed in (De Lussy, 2006 )). The only remaining
difference is due to the little parallax between Sensor Level
model and Real sensor (less than 80prad) combined to a
uncertainty of the DEM. In term of location accuracy, the
difference between Sensor Level images and real sensor
images is less than 3.10-3 according to the SRTM 30m
accuracy at 99.7%.
3.3 Accuracy of Sensor Level geometric model
The geometric modelling refers to the relationship between
raw pixels in the image and geographic coordinates on ground.
4. ORTHO-RECTIFIED PRODUCTS
PERFORMANCES
The other set of products made available by the Pleiades-HR
system are the ortho-images (and ortho-mosaic) products.
These products are ortho-rectified thanks to an accurate DEM
(Reference3D™ if available, or a DTED1 System DEM by
default). They are then easily usable with G1S as map products.
The ortho-rectification processing takes advantage of the high
location accuracy of Pleiades-HR: 14 m probable (90% of the
images) and up to 25 m maximum (99.7% of the images) of
circular error.
For multi-temporal registration, it will also be possible to
register the ortho-image to a reference image (Reference3D™
database). Even if this processing won’t increase the location
accuracy, it shall guarantee a perfect multi temporal
registration between images.
The method is detailed in (Baillarin 2004). It is composed of
three independent steps:
1) Image and reference setup in the same geometry using a raw
location model,
2) Image mis-registration measurements, using an automatic
and generic process,
53