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Block adjustment
PHOTOMOD 6.0.2
13.1.6. Control of errors of tie points measurements ..................................................... 84
13.1.7. Control of errors of automatic tie points measurements ...................................... 85
13.2. Adjustment control with geodetic reference .................................................................. 86
13.2.1. Control of coordinate system correctness ......................................................... 86
13.2.2. Control of adjustment performed using projection centers coordinates ................ 86
13.2.3. Control of adjustment performed without projection centers ................................ 87
13.2.4. Control of bundle adjustment errors .................................................................. 87
14. Special aspects of airborne blocks adjustment in the system ................................................... 88
14.1. Use the coordinates of projection centers .................................................................... 88
14.2. Survey with big images overlap ................................................................................... 88
14.3. Survey by long-focus cameras .................................................................................... 90
14.4. Survey in different seasons ......................................................................................... 90
14.5. Survey of forested areas ............................................................................................. 90
14.6. Bundle adjustment ..................................................................................................... 91
14.7. Tie points measurement on lengthy objects boundaries ................................................ 91
Appendix A. Exterior orientation angular systems ......................................................................... 91
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