Baseline Summary B1563 (AGUI to V380)
|
Processed: |
Sunday, May 02, 2004 10:34:59PM |
|
Solution type: |
Iono free fixed |
|
Solution acceptability: |
Solution acceptable |
|
Ephemeris used: |
Precise |
|
Met Data: |
Standard |
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Baseline slope distance: |
7793.160m |
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Elevation mask: |
15 degrees |
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Variance ratio: |
16.1 |
|
Reference variance: |
0.715 |
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RMS: |
0.010m |
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Horizontal Precision 1-sigma (scaled): |
0.001m |
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Vertical Precision 1-sigma (scaled): |
0.002m |
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Start time (GPS Time): |
04/04/28, 15:23:45.000 |
1268, 314625.000 |
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Stop time (GPS Time): |
04/04/28, 16:30:15.000 |
1268, 318615.000 |
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Occupation time: |
01:06:30.000 |
|
Baseline Components (Mark to Mark)
| From: | AGUI | ||||
| Grid | Local | WGS 84 | |||
| Northing | 728640.597m | Latitude | 39°43'33.90384"N | Latitude | 39°43'33.90384"N |
| Easting | 1979372.316m | Longitude | 122°14'26.18336"W | Longitude | 122°14'26.18336"W |
| Elevation | 83.578m | Height | 54.884m | Height | 54.884m |
| To: | V380 | ||||
| Grid | Local | WGS 84 | |||
| Northing | 734898.883m | Latitude | 39°46'56.37949"N | Latitude | 39°46'56.37949"N |
| Easting | 1974728.723m | Longitude | 122°17'42.02572"W | Longitude | 122°17'42.02572"W |
| Elevation | 112.901m | Height | 84.086m | Height | 84.086m |
| Baseline: | |||||
| D Northing | 6258.286m | NS Fwd Azimuth | 323°16'24" | D X | -1822.085m |
| D Easting | -4643.593m | Ell. Distance | 7793.021m | D Y | 5846.773m |
| D Elevation | 29.324m | D Height | 29.202m | D Z | 4819.606m |
| Baseline Errors: | |||||
| s D Northing | 0.001m | s NS Fwd Azimuth | 0.026 seconds | s D X | 0.001m |
| s D Easting | 0.001m | s Ell.Distance | 0.001m | s D Y | 0.002m |
| s D Elevation | 0.002m | s D Height | 0.002m | s D Z | 0.002m |
| X | Y | Z | |
| X | 1.479e-6m2 | ||
| Y | 1.259e-6m2 | 2.748e-6m2 | |
| Z | -9.975e-7m2 | -2.001e-6m2 | 3.168e-6m2 |
| From | To | ||
| Point Name: | AGUI | V380 | |
| Data file: | AGUI1190.dat | V3801190.rnx | |
| Receiver Type: | 4000SSi | Z-12 | |
| Receiver Serial Number: | 17633 | 788 | |
| Antenna type: | Permanent L1/L2 | Ashtech Geodetic III L1/L2 | |
| Measured To: | Bottom of antenna mount | Bottom of antenna mount | |
| Antenna height | Measured | 2.000m | 2.000m |
| APC | 2.067m | 2.072m | |
Processing Style - Precise Ephemeris
| Elevation Mask | 15 degrees |
| Ephemeris | Precise |
| Solution Type | Fixed |
| Minimum baseline observation time | 120 seconds |
| Maximum baseline length to attempt a fixed solution : | |
| Using broadcast ephemeris | 200 kilometers |
| Using precise ephemeris | 2000 kilometers |
| Minimum reference observation time | 600 seconds |
| Minimum static initialization observation time | 120 seconds |
| Minimum known point initialization ratio | 3.000 |
| Minimum OTF processing time | 200 seconds |
| Frequency type | L1 |
| Maximum fixable cycle slip (static processing only) | 600 seconds |
| Maximum iterations (static processing only) | 10 |
| Maximum integer search time (static processing only) | 30 minutes |
| Antenna Model | NGS |
| Single frequency | Dual frequency | |||
| Flag | Fail | Flag | Fail | |
| RMS acceptance criteria | 0.030 | 0.040 | 0.020 | 0.030 |
| Ratio acceptance criteria | 3.000 | 1.500 | 3.000 | 1.500 |
| Reference variance acceptance criteria | 10.000 | 20.000 | 5.000 | 10.000 |
| Edit multiplier | 3.500 | |||
| Model | Hopfield |
| Minimum zenith delay interval | 2 hours |
| Use observed met data | Enabled |
Iono
Ambiguity resolution pass (static processing only)
Enabled
Apply to all baselines longer than
10 kilometers
Final pass
Enabled
Apply to all baselines longer than
5 kilometers
| Interpolation method | Linear |
| Number of points to fit | 2 |
| Maximum allowed missing epochs | 0 |
| Time offset | 0 microseconds |
| Search method | Optimal |