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Trimble Total Control 2.60, Copyright (C) 2001 by Trimble Navigation Ltd., 31.5.2004,19:37:00 |
 
 
 
 
Statistics |
Adjustment in the national system. |
System: Czech Republic - Krovak (Datum: S-JTSK, Projection: Czech Republic - Krovak) |
Geoidmodel | EGM96 (Global) |
Number of baselines | 3 |
Number of terrestrial measurements | 0 |
Number of control points in national system | 3 |
Number of adjusted points | 4 |
Confidence level | 1 Sigmas |
Significance level for tau test | 1.00 % |
Standard error of unit weight | 3.230 |
Number of iterations | 3 |
 
 
 
1. |
Adjusted Transformation Parameters WGS84->National: |
Parameter |
Value |
Std.Dev. |
Scale |
1.000002628 |
0.000014810 |
Rotation X |
11.5289 arcsec |
7.1168 arcsec |
Rotation Y |
-1.9565 arcsec |
15.8700 arcsec |
Rotation Z |
-0.7778 arcsec |
6.2127 arcsec |
Translation X |
-652.8035 m |
  |
Translation Y |
-362.4679 m |
  |
Translation Z |
-396.0361 m |
  |
The translation has been calculated using the WGS84 coordinates of point 232.
 
 
 
2. |
Baselines Input in WGS84 (Components and Std.Dev.) |
Baseline |
DX [m] |
DY [m] |
DZ [m] |
sDX [mm] |
sDY [mm] |
sDZ [mm] |
Solution |
234-232 |
422.0423 |
-1034.9741 |
-331.7073 |
10.7 |
4.9 |
7.9 |
Double Diff. / Fixed / L1 |
234-235 |
436.3588 |
636.5774 |
-559.0136 |
8.7 |
3.7 |
9.8 |
Double Diff. / Fixed / L1 |
234-332 |
324.4513 |
912.9532 |
-439.9449 |
17.1 |
9.1 |
24.5 |
Double Diff. / Fixed / L1 |
Standard deviations of the static baselines have been multiplied with the factor 10.00.
Baselines which were rejected by the statistical test are marked.
 
 
3. |
National Control Points Input (Plane Coord. and Std.Dev.) |
Point |
N [m] |
E [m] |
ell.H [m] |
sN [mm] |
sE [mm] |
sH [mm] |
232 |
996944.9300 |
847080.1900 |
784.0400 |
0.0 |
0.0 |
0.0 |
234 |
996771.4500 |
845936.1100 |
924.2900 |
0.0 |
0.0 |
0.0 |
332 |
997571.9400 |
845235.4400 |
917.2700 |
0.0 |
0.0 |
0.0 |
Coordinates which were not considered in the adjustment are in brackets.
 
 
4. |
Adjusted Baselines in WGS84 (Components and Std.Dev.) |
Baseline |
DX [m] |
DY [m] |
DZ [m] |
sDX [mm] |
sDY [mm] |
sDZ [mm] |
234-232 |
422.0264 |
-1034.9708 |
-331.7067 |
31.9 |
15.0 |
25.2 |
234-235 |
436.3588 |
636.5774 |
-559.0136 |
28.1 |
11.8 |
31.8 |
234-332 |
324.4315 |
912.9768 |
-439.9253 |
53.4 |
15.1 |
53.1 |
 
 
5. |
Baseline Residuals (Residuals and Standardized Res.) |
Baseline |
vN [mm] |
vE [mm] |
vH [mm] |
vN/svN |
vE/svE |
vH/svH |
234-232 |
11.8 |
6.7 |
-8.9 |
1.369 |
0.828 |
-0.902 |
234-235 |
0.0 |
0.0 |
0.0 |
0.000 |
0.000 |
0.000 |
234-332 |
23.4 |
27.4 |
6.1 |
0.509 |
1.046 |
0.157 |
Baselines which were rejected by the statistical test are marked.
 
 
6. |
Adjusted Points in WGS84 (Cart. Coordinates and Residuals) |
Point |
X [m] |
Y [m] |
Z [m] |
resX [mm] |
resY [mm] |
resZ [mm] |
232 |
3975036.6966 |
909026.4370 |
4889059.1477 |
0.0 |
0.0 |
-0.0 |
234 |
3974614.6702 |
910061.4078 |
4889390.8543 |
0.0 |
0.0 |
-0.0 |
235 |
3975051.0290 |
910697.9852 |
4888831.8407 |
------ |
------ |
------ |
332 |
3974939.1016 |
910974.3846 |
4888950.9291 |
0.0 |
0.0 |
-0.0 |
 
 
7. |
Adjusted Points in WGS84 (Cart. Coordinates and Std.Dev.) |
Point |
X [m] |
Y [m] |
Z [m] |
sX [mm] |
sY [mm] |
sZ [mm] |
232 |
3975036.6966 |
909026.4370 |
4889059.1477 |
0.0 |
0.0 |
0.0 |
234 |
3974614.6702 |
910061.4078 |
4889390.8543 |
0.0 |
0.0 |
0.0 |
235 |
3975051.0290 |
910697.9852 |
4888831.8407 |
28.1 |
11.8 |
31.8 |
332 |
3974939.1016 |
910974.3846 |
4888950.9291 |
0.0 |
0.0 |
0.0 |
 
 
8. |
Adjusted Points in WGS84 (Geogr. Coordinates and Std.Dev.) |
Point |
Lat [Deg] |
Lon [Deg] |
ell.H [m] |
sN [mm] |
sE [mm] |
sH [mm] |
232 |
N 50° 21' 35.39316'' |
E 12° 52' 52.02957'' |
829.8119 |
0.0 |
0.0 |
0.0 |
234 |
N 50° 21' 46.73936'' |
E 12° 53' 47.82680'' |
970.0848 |
0.0 |
0.0 |
0.0 |
235 |
N 50° 21' 21.05884'' |
E 12° 54' 14.28627'' |
901.6349 |
20.4 |
11.2 |
37.3 |
332 |
N 50° 21' 24.69766'' |
E 12° 54' 29.17775'' |
963.1167 |
0.0 |
0.0 |
0.0 |
 
 
9. |
Adjusted Points in National System (Plane Coord. and Residuals) |
Point |
N [m] |
E [m] |
ell.H [m] |
resN [mm] |
resE [mm] |
resH [mm] |
232 |
996944.9293 |
847080.1897 |
784.0400 |
-0.7 |
-0.3 |
-0.0 |
234 |
996771.4493 |
845936.1097 |
924.2900 |
-0.7 |
-0.3 |
0.0 |
235 |
997636.9389 |
845543.7503 |
855.7935 |
------ |
------ |
------ |
332 |
997571.9393 |
845235.4397 |
917.2700 |
-0.7 |
-0.3 |
-0.0 |
 
 
10. |
Adjusted Points in National System (Plane Coord. and Std.Dev.) |
Point |
N [m] |
E [m] |
ell.H [m] |
sN [mm] |
sE [mm] |
sH [mm] |
232 |
996944.9293 |
847080.1897 |
784.0400 |
0.0 |
0.0 |
0.0 |
234 |
996771.4493 |
845936.1097 |
924.2900 |
0.0 |
0.0 |
0.0 |
235 |
997636.9389 |
845543.7503 |
855.7935 |
20.4 |
11.2 |
37.3 |
332 |
997571.9393 |
845235.4397 |
917.2700 |
0.0 |
0.0 |
0.0 |
 
 
11. |
Adjusted Points Error Ellipses |
Point |
A [mm] |
B [mm] |
Angle [Deg] |
232 |
0.0 |
0.0 |
90.0 |
234 |
0.0 |
0.0 |
90.0 |
235 |
20.5 |
11.1 |
5.0 |
332 |
0.0 |
0.0 |
90.0 |