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1.Influence on Coordinates
Suppose the coordinates of a point
measured on DCI are (x,y) and the
coresponding rectangular coordinates are
(X,, y) ‚The errors of coordinates can
be got by using formula (5).
AX=X—X; =X— (X+ycosa)= —ycosa
{ Ay=y—-y,.=y—ysina=y (1 —sinæ) (20)
For 0°<a =90° ,the signs of AX. AY vary
with quadrants as what are showed in
Tab.1.For 90° <a <180° ,the signs of AX. AY
vary with quadrants as what are showed in
Tab.2.
Tab.1
AX Ay
quadrant I «0 »0
quadrant II «0 »0
quadrant III »0 «0
quadrant IV »0 «0
Tab.2
AX ^Y
quadrant I »0 «0
quadrant II »0 «0
quadrant III «0 »0
quadrant IV «0 »0
2.Influence on Distance
As=, (x2—x1)2+ (y2—y1)?
— J/KGOa —X1)? t Cya - y)? 2 (X2 — Xi (yo — y1 cosa
=2 (X2—X1) (yz—y) cosa yi?c027/ (J(x2 —x1)2+ (y2—y1)2
xz — X12 + (y2—y1)2+2 (X2—X1) (yz2—y1)C08 @)
for DCI, a z 90° ‚So
A X A ycosa
As=-
s (21)
For 0^«e x90 ,if AX. AY have the same
sign, Asx0;if AX. Ay have the contrary
sign, As=0 .For 90°<a <180° ,if AX. Ay have
the same sign,then as=0 sif AX. AY have
the contrary sign, then 4ASs0
3.Influence on area
AS =S —Ssina=S (1 —sina)
AS
S
For a € (0°, 180°), AS »0is always correct
.This means that area measured by DCI is
always larger than its true value.
4.Influence on Azimuthal Angle
X
A R =arctg 5 —arctg
AY
AX ] +ctga (23)
Ay sina
For 0° <a <90° Jif
cose AX _ cosa
1 —sina Ay 1 +sina
then AR=0 if
AX cosa AX cosa
= ; or — -
AY 1 —sina AY 1 +sina
then AR<O
61
For 90° <a <180° „LE
Cosa AX cosa
— - = = 7
1 +sina AY 1 —sina
then AR=0 ;if
AX cosa AX cosa
= : cor — :
AY 1 +sina AY 1 —sina
then AR<O
In cadastre and photogrammetry, coordinate
errors of x and y are required less than
0.1mm on map,error of distance less than
0.2mm on map and the relative error of
area less than 1/1000.The maximum error
allowance values of x,y,distance and area
can be acquired by using fomulas (20),
(21) and (22).The results are showed in
Tab.3.
Tab.3
allowance |90° —@ | max
x 0.1mm 41"
y 0.1mm 1° 09'45*
distance 0.2mm 4 58°
area 1/1000 2° 43’ 45"
As showed in Tab. 3 , x is the most
sensitive paremeter to the angle between
x-axis and y-axis.It requires that|90'—a
<41".Area is the most insensitive one.
Even if |90°—a | is up to 2 43 45” , the
area measured is still less than the
value of allowance . If all of the
parameters are considreed at the same
time,it required that [90°—a | <41". This
is nearly identical to the technical
specification of 45".
An Algorithm of Calculating A-angle
The angle between x-axis and y-axis is
one of the most important specifications
of DCI.It is also very useful to know
the value of in the process of measure
with DCI. A algorithm of calculating «à
is developed as fllows.
Determine two points A and B( line AB
is not parallel to either x-axis or
y-axis) and measure their coordinates
(x, ‚yı) and (x,,y,) on a piece of paper
.See Fig.7(a).Then rotate the paper about
90*.In this position,point A and B become
A'and B' with coordinates of (x/,y,') and
(x;,YX,),See Fig.7(b).Then for Fig.7(a),
S 2= (x2—X1)2+(ÿ2—Y1)?+2 (X2 —X1) CY2 — Y1 )COSA
for fig.7(b),
S2= (xi - xy? -(yb -y)0? 9 2(6 — xD) (y2—yi)cosa
so
(x2—x1)2+ (y2—y1)2— (x3—x1)2—(y2—y1)?
2( (X —XD Cy2— y) — (X2—xX1) (y2—Yy1)]
(24)
cosa —
In fact, d -angle can be calculated by
several groups of data in order to
get a more accurate value.Tab.4 and Tab.
5 gives an example to calculate d -angle.
Conclusion
It is showed in this paper that plane
c -angle coordinate system is the