Number of all points used to construct the model | 66 |
Number of unknowns | 4 |
Number of points removed | 4 |
Final number of points | 62 |
Residual standard deviation | 0.0062 m |
Mean absolute residual | 0.0049 m |
Median absolute residual | 0.0046 m |
Maximum absolute residual | 0.0140 m |
Coefficient of determination | 0.8117 |
10 largest absolute residuals [m] | 0.0086, 0.0092, 0.0097, 0.0097, 0.0098, 0.0103, 0.0105, 0.0121, 0.0131, 0.0140 |
Results of cross-validation (Leave-one-out) | |
Root mean square error | 0.0064 m |
Mean absolute error | 0.0052 m |
Median absolute error | 0.0048 m |
Maximum absolute difference | 0.0144 m |
Results of Monte Carlo cross-validation (1000-fold removal of 20% of points) | |
Root mean square error | 0.0064 m |
Mean absolute error | 0.0053 m |
Median absolute error | 0.0050 m |
Maximum absolute difference | 0.0159 m |
Characteristics | National model PL-geoid2011 [m] | Local model QuasigeoidKR2019 [m] |
---|---|---|
Minimum | 0.000 | 0.000 |
First Quartile | 0.007 | 0.002 |
Median | 0.015 | 0.004 |
Third Quartile | 0.024 | 0.007 |
Maximum | 0.044 | 0.014 |
Mean absolute difference | 0.016 | 0.005 |
Session | Points | ||||
---|---|---|---|---|---|
1 | 4102 | 5201 | |||
2 | 7501 | 7601 | |||
3 | 5103 | ||||
4 | 1402 | 2501 | |||
5 | 5402 | 6601 | 7701 | ||
6 | 3901 | ||||
7 | 1501 | 1603 | 1702 | ||
8 | 1902 | 2902 | 3002 | ||
9 | 4204 | 4303 | 4401 | ||
10 | 4603 | ||||
11 | 4700 | 5802 | 7002 | ||
12 | 6904 | 8300 | |||
13 | 8103 | ||||
14 | 5501 | ||||
15 | 9102 | 9301 | 9402 | ||
16 | 9604 | 5651 | 9501 | ||
17 | 9201 | 9701 | 9901 | 9902 | |
18 | 6252 | 6352 | 6451 | 7552 | |
19 | 3853 | 4952 | 5051 | BA50 | BA51 |
20 | 5351 | 6553 | 6754 | 7852 | |
21 | 2653 | 2751 | 2856 | 4051 | |
22 | 905A | 905B | 0551 | 1851 | |
23 | 3154 | 4553 | 5951 | ||
24 | 5753 | 6851 | 8051 | 8251 |
Leica Geo Office | Network solution, ASG-EUPOS reference stations (KRA1, PROS) |
GNSS Solutions | Network solution, one ASG-EUPOS reference station (KRA1 or PROS) |
AUSPOS (internet service) |
Network solution, EPN/IGS reference stations |
MagicGNSS (internet service) |
Precise Point Positioning |