… Istanbul 2004
coordinates of
f projects from
| to X, Y and Z
tor of equation
rds to limitless,
ive to the lines
Pze relative to
| be acquired in
y^
b.
Le,
fre
Cs
parameters xy,
, @ K can be
limitless points
lirectly used to
1e parallel to y
her the vertical
ach point (u, y)
quation (2) and
iat value. The
n 0 is
: 0°, 0# 90°
point p(x, y) of
se p is fitting
vhich project is
(8)
) and (2), then
Y: yrc, (2-7.
YJ)T64 7-2.)
Ye -27;)
Y Ze)
ion (3) and (4):
centre (Xp, Yo)
International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences, Vol XXXV, Part B5. Istanbul 2004
A S eR cos, Fi HR smut (9)
Substitute equation (9) into co-linear equations (1) and (2), then
tud a (X, + R-cost- Xo h(V, or Rsint-Y3060(7—7.)
emn a,(X, +R cost — Xg) +b,(Y, + R-sint - Y.) (Z -Z;)
{Xo + R-C08t~ XV +0), + R-sint ~Y ) +e (Z ~ 2, )
a (X, R-cost —X.)- b, E R-sint -Y9)*c(Z-2,)
Mz Ma =f
Because p, — Xo, pz ^ Yo, p; ^ R, so that among equation (3)
and (4):
b, 7 bi; bo; b;57 0,
Cu = jp. C27 dj. €Cj5 7 ag; Sin t,
€) 740), C270», C237 dz COSt
2.2.3 Curve: Ground: If the tangent direction of a point p(x, y)
in a curve is 9, similar as the case of straight line, when —45° <
0 x 45° or 135° < @ < 225°, point p(x, y) is fitting equation (1)
and (3), otherwise p is fitting equation (2) and (4).
The tangent equation of the curve in point (Xj, ¥;) of plane Z =
Zp is:
X=X, +¢t-cos0, Y=Y, +1 sing, (10)
Similar as the case of straight line, here p; =0; among equation
(3) and (4):
Cj 7 -E a5, sin 0; cy; =-t ay sin 0;
By the principle mentioned above, it is easy to conclude the
visual point, infinite point, straight line, circle, arc and curve in
to an uniform mathematical model: co-linear equation, and
perform unitive adjustment.
3. APPLICATION OF GENERALIZED POINT
PHOTOGRAMMETRY
3.1 Computation of Image Parameter from Vanish Point
and Modelling by Single Image
Three interior parameters xo, yo, f and three exterior parameters
9, €, k, can be calculated by equations (5), (6) and (7). The
principle point (xe, yo) of image is the intersection of three
perpendiculars in the triangle consisted of three vanishes. The
focus can be calculated by formula:
p = T = x. = 30) 7 (sc my Y E) 19
The angle elements are
tan @ = NT tx vy IT «xt o49 — (12)
tan @ = Vi. + Yoo (13)
tan x = x, Liv. (14)
The computation of the coordinates of project center and
building modeling is performed synchronously. Taking simplest
building as an example (Figure 1), let point 2 as origin, X;— Y;
=7,=0, 23g x-axis, and let its length be L, X,=L, Y;3= Z; = 0,
then:
x Xr =X + WV, — > )—a, ; r ?
0-X; =(Z ZU Xo ) eO 273 af =(0- zs
qe -x)te05-X-6/ a
; b AT, + ” jy )- t ^
0- Y, =(7, -Z i» xo) by; Yo) A z(0—Z.) Va
2 (X 7x,)te05 -y,)-6f iw,
; x —x,)+a,(y,-y,)-a- EU
1-25 0 moque
C (s TX ) +C, Q5 =) w;
; bx, x) *553-Y)-5f 2 V
0-X, (Z; -Z5)- ! 208 yo) Af 2(0-27.3-:
es -x,)e5-7X,)-6f W;
5 4
3 17
IN | 7 08S 0 &
2 3
Figure 1 Stereo Building
The coordinates of project center can be calculated:
à RES OS My i gm
UW, — IW, W, } W,
The other two parameters width W and height H of the building
can be computed by the coordinates of project center and co-
linear equation with right angle condition.
Based on the computed initial values, suppose 1(0, W, 0), 2(0, 0,
0), 3(L, 0, 0), 4(L, W, H, 5(, W, H), 6(0, 0, H), 7(L, 0, H), 11
parameters can be solved. Figure 2 is an example of
computation of image parameters from vanish point and
modelling by single image.
b Stereo Model
Figure 2 Computation of Image Parameter from Vanish
Point and Modelling by Single Image
a Original Image
3.2 Determination of Image Parameter by Matching
between Vector and Image
The problem of data update is how to use exist data, be more
exact, how to use exist information. AS well-known, if the new
image would be applied to update the exist map, their
superposition is the most important step. After determining the
image parameter, rectifying the image to ortho-image consistent
with the map, the image could be superposed on the map.
Therefore, in data update, except selecting control point by
traditional manual way, whether the large mount of line
elements of objects on the map could be applied as control is
very important for the realization of the automation for data