6)
a
ht
7)
he
m
0)
11)
12)
po-
the
ror
the
0, Og Oy Og
Og," Op O04, 0
e- Opn Og Op,
Q,, = (13)
dax 0g "Op 9
Og 95y Op Op
according to:
= T. :
Q, = A° Q,,A
: Oy, Ouy, 1 (n o,-04) (14)
= = ; 1 ¢
Ov, Oy, 2-A Og^Oq Op 05y
3.3 The Error of the Slope Value
The variance of the slope value can be estimated accord-
ing to:
o, = dsiT-Q@,, ds! (15)
with ds/ being the vector of the partial first derivatives of
the slope value in the two axis-directions:
Vai Mi
dsl” = [s d = e 5 - (cosa sina), (16)
av, Ov, sl sl
if o. is the slope direction. So o, results to:
: Oy, Ov, COSa
9, - (cosa sina): e en
g g sina
VyxVy j Vy
0,7 (cos?a -o,, - cosa Sina (0, -0g) *sin?a o, )
2:A%
In the case of 6, = o, i. e. the correlations in both diago-
nals are equal, the components of the slope vector are
independent from one another. For this case equation (17)
reduces to:
Op T (cos?a ay, + sin’a +0.) (18)
2:4?
Og =
The special case of rotational symmetry in correlation fur-
thermore simplifies equation (17), when 2d is used as the
index for grid points in a distance of 2 grid widths along
any one of the two axes:
_ On-92g _ Op (1-1) (19)
2-4? 2.4?
Og
log is the correlation coefficient between two grid points
that are neighboured via two grid widths along any one
axis-direction. The author has shown that for a constant
principle distance of the camera of 15cm, a constant grid
Width in the map of 3 to 5mm, and a scaling factor from
the aerial photograph to the map of 3 to 5, above equation
ylelds a constant error for the slope value of about 0.01 to
0.02 (or, 1 to 2%), if an RMS height error of 0.015%Hg
(flying height above ground) is assumed for each grid point
(Rieger, 1992), a value which has earlier been found by
Stechauner and Ehgartner in empirical analyses (Stechau-
693
ner et al., 1988). This would mean that slope values less
than about 1 to 2% cannot be assumed to be significant.
For this example, however, it is not taken into regard, that
the local correlations in the height errors of medium fre-
quency simulate a random error when the height values
are checked over the whole area. Good interpolation me-
thods may - and should - smooth flatter areas significantly,
so that the slope value can still be significant even in very
flat areas (Steinmetz, 1992).
3.4 The Error of the Slope Direction (Aspect Ratio)
The slope direction is computed according to equation
(10). With the partial first derivatives of the aspect value in
both axis-directions,
da’ - | 2x Oa -[-% 5 (20)
av, Ov, sP sP)’
its error is estimated according to
0, = da”-Q,, da =
9 A 0, v, -V
atem Hom
sf Ov, Ov, Vx
= 0, ; Vy 05,*2 VV, (05 04) + V2-0p,
2-sP-A? 2:s^- A?
Analogous to equation (18), in the case of 6, = 6, equa-
tion (21) reduces to:
e 0, Vv; op, Vi oy, (22)
2-87 -A? 2-sP-A?
9,
And in the special case of rotational symmetry in correla-
tion equation (21) furthermore reduces to:
d enl, O20 s On (1-20) s dgsl (23)
* 2:sP-A7 2-sP-A? SP
Kay is the correlation coefficient as in equation (19).
4 THE EMPIRICAL TEST
4.1 The Test Area
The demands on the testing area were manifold: Since the
correlation between the height errors shows dependency
from the steepness of the terrain (Steinmetz, 1992), an
area with differing slope values was necessary. There
should have been as much free view to the ground as
possible, so the testing area had to be mainly agricultural
land. And last but not least aerial photographs had to be
available in two scales, differing by a factor of larger than
3, flewn as close in time as possible. Thus an area was
chosen in the Northwestern part of the province of Upper
Austria. The terrain is hilly with nearly no forest and hou-
ses. There were available false colour infrared aerial pho-
tographs in the scales 1:8.000 respectively 1:32.000, stem-
ming from a project to examine the condition of the forests
in Austria. The two flights were done within two hours, so
that there was no change in vegetation height - a nearly
ideal situation. The only disadvantage is the usage of a
relatively large principal distance of 30cm for the image
size of 23 x 23 cm?, so that the reachable height accuracy
International Archives of Photogrammetry and Remote Sensing. Vol. XXXI, Part B4. Vienna 1996