Errors are reported using 1.96s.
| Point Name | Latitude | N error | Longitude | E error | Height | h error | Fix |
| Gipro | 56°28'30.47484"С | 0.056m | 84°59'41.83014"В | 0.047m | 149.778m | 0.154m | |
| NASHEK | 56°31'28.82307"С | 0.000m | 84°02'31.01304"В | 0.000m | 91.890m | 0.000m | Lat Long h |
| KOGEV | 56°13'42.79697"С | 0.000m | 83°56'34.76216"В | 0.000m | 120.635m | 0.268m | Lat Long |
| ZORK | 56°31'16.75319"С | 0.000m | 84°39'39.42453"В | 0.000m | 125.281m | 0.000m | Lat Long h |
| MALKL | 56°12'41.29331"С | 0.000m | 84°34'45.97231"В | 0.000m | 163.500m | 0.000m | Lat Long h |
| VERTAL | 56°40'46.51852"С | 0.000m | 84°59'23.45457"В | 0.000m | 196.152m | 0.000m | Lat Long h |
Coordinate Deltas
| Point Name | DNorthing | DEasting | DElevation | DHeight | DGeoid Separation |
| Gipro | 0.000m | 0.000m | N/A | 0.000m | N/A |
| NASHEK | 0.000m | 0.000m | N/A | 0.000m | N/A |
| KOGEV | 0.000m | 0.000m | N/A | 0.000m | N/A |
| ZORK | 0.000m | 0.000m | N/A | 0.000m | N/A |
| MALKL | 0.000m | 0.000m | N/A | 0.000m | N/A |
| VERTAL | 0.000m | 0.000m | N/A | 0.000m | N/A |
Control Coordinate Comparisons
Values shown are control coord minus adjusted coord.
| Point Name | DNorthing | DEasting | DElevation | DHeight |
| NASHEK | N/A | N/A | N/A | N/A |
| KOGEV | N/A | N/A | N/A | N/A |
| ZORK | N/A | N/A | N/A | N/A |
| MALKL | N/A | N/A | N/A | N/A |
| VERTAL | N/A | N/A | N/A | N/A |
В результате свободного уравнивания получили предварительные погрешности вычисления пункта Gipro. Теперь можем приступить к окончательному уравниванию .
Network Adjustment Report
Project : максимально ограниченное уравнивание
| User name | Администратор | Date & Time | 13:59:24 29.12.2011 |
| Coordinate System | Russia | Zone | Uslov |
| Project Datum | CS-95 | ||
| Vertical Datum | Geoid Model | Not selected | |
| Coordinate Units | Meters | ||
| Distance Units | Meters | ||
| Height Units | Meters |
Statistical Summary
Successful Adjustment in 1 iteration(s)
| Network Reference Factor | : | 0.96 |
| Chi Square Test (a=95%) | : | PASS |
| Degrees of Freedom | : | 7.00 |
GPS Observation Statistics
| Reference Factor | : | 0.96 |
| Redundancy Number (r) | : | 7.00 |
Individual GPS Observation Statistics
| Observation ID | Reference Factor | Redundancy Number |
| B1 | 0.76 | 1.13 |
| B2 | 1.18 | 0.96 |
| B3 | 1.09 | 2.75 |
| B4 | 0.84 | 0.31 |
| B5 | 0.74 | 1.85 |
Weighting Strategies
GPS Observations
Alternative Scalar Applied to Each GPS Observation
| B1 | : | 4.02 |
| B2 | : | 5.17 |
| B3 | : | 25.32 |
| B4 | : | 4.17 |
| B5 | : | 14.77 |
Adjusted Coordinates
Adjustment performed in CS-95
| Number of Points | : | |
| Number of Constrained Points | : | |
| Horizontal Only | : | |
| Horizontal and Height Only | : |
Adjusted Grid Coordinates
Errors are reported using 1.96s.
| Point Name | Northing | N error | Easting | E error | Elevation | e error | Fix |
| Gipro | 349389.821m | 0.023m | 327746.327m | 0.025m | N/A | N/A | |
| NASHEK | 354235.420m | 0.000m | 268993.930m | 0.000m | N/A | N/A | N E h |
| KOGEV | 321239.590m | 0.000m | 263003.930m | 0.000m | N/A | N/A | N E |
| ZORK | 354204.930m | 0.000m | 307095.130m | 0.000m | N/A | N/A | N E h |
| MALKL | 319639.700m | 0.000m | 302502.260m | 0.000m | N/A | N/A | N E h |
| VERTAL | 372149.000m | 0.000m | 327015.050m | 0.000m | N/A | N/A | N E h |
Adjusted Geodetic Coordinates
Errors are reported using 1.96s.
| Point Name | Latitude | N error | Longitude | E error | Height | h error | Fix |
| Gipro | 56°28'30.47481"С | 0.023m | 84°59'41.82998"В | 0.025m | 149.830m | 0.125m | |
| NASHEK | 56°31'28.82307"С | 0.000m | 84°02'31.01304"В | 0.000m | 91.890m | 0.000m | Lat Long h |
| KOGEV | 56°13'42.79697"С | 0.000m | 83°56'34.76216"В | 0.000m | 120.670m | 0.110m | Lat Long |
| ZORK | 56°31'16.75319"С | 0.000m | 84°39'39.42453"В | 0.000m | 125.281m | 0.000m | Lat Long h |
| MALKL | 56°12'41.29331"С | 0.000m | 84°34'45.97231"В | 0.000m | 163.500m | 0.000m | Lat Long h |
| VERTAL | 56°40'46.51852"С | 0.000m | 84°59'23.45457"В | 0.000m | 196.152m | 0.000m | Lat Long h |
Coordinate Deltas
| Point Name | DNorthing | DEasting | DElevation | DHeight | DGeoid Separation |
| Gipro | -0.001m | 0.005m | N/A | 0.025m | N/A |
| NASHEK | 0.000m | 0.000m | N/A | 0.000m | N/A |
| KOGEV | 0.000m | 0.000m | N/A | -0.019m | N/A |
| ZORK | 0.000m | 0.000m | N/A | 0.000m | N/A |
| MALKL | 0.000m | 0.000m | N/A | 0.000m | N/A |
| VERTAL | 0.000m | 0.000m | N/A | 0.000m | N/A |
Control Coordinate Comparisons
Values shown are control coord minus adjusted coord.
| Point Name | DNorthing | DEasting | DElevation | DHeight |
| NASHEK | N/A | N/A | N/A | N/A |
| KOGEV | N/A | N/A | N/A | N/A |
| ZORK | N/A | N/A | N/A | N/A |
| MALKL | N/A | N/A | N/A | N/A |
| VERTAL | N/A | N/A | N/A | N/A |
В результате получили уравненные координаты и ошибки плановых и высотных координат определяемой точки Gipro.
После получения уравненных координат пункта Gipro, в проект с максимально ограниченным уравниванием, импортированные вектора представляют собой дифференциальные спутниковые наблюдения, в режиме кинематика, с использованием одной базовой станции расположенной на пункте Gipro. Импортируемые данные кинематической съемки образуют множество векторов с базовой станцией. Вычисление некоторых базовых линий из них может не соответствовать каким-либо параметрам обработки. Исправлять каждую базовую линию в кинематических измерениях не имеет смысла, поэтому в окне обработки базовых линий пользователю необходимо отметить те вектора, которые он все-таки решил использовать для уравнивания. Линии, принудительно будут включенные в геодезическую сеть. После этого необходимо выполнить уравнивание
Network Adjustment Report
Project :окончательное уравнивание кинематики
| User name | Администратор | Date & Time | 9:17:41 10.01.2012 |
| Coordinate System | Russia | Zone | Uslov |
| Project Datum | CS-95 | ||
| Vertical Datum | Geoid Model | Not selected | |
| Coordinate Units | Meters | ||
| Distance Units | Meters | ||
| Height Units | Meters |
Statistical Summary
Successful Adjustment in 1 iteration(s)
| Network Reference Factor | : | 0.95 |
| Chi Square Test (a=95%) | : | PASS |
| Degrees of Freedom | : | 11.00 |
GPS Observation Statistics
| Reference Factor | : | 0.95 |
| Redundancy Number (r) | : | 11.00 |
Individual GPS Observation Statistics
| Observation ID | Reference Factor | Redundancy Number |
| B1 | 0.73 | 1.81 |
| B2 | 1.12 | 2.21 |
| B3 | 1.01 | 3.00 |
| B4 | 0.52 | 1.00 |
| B5 | 0.96 | 2.98 |
| B6 | 1.00 | 0.00 |
| B7 | 1.00 | 0.00 |
| B8 | 1.00 | 0.00 |
| B9 | 1.00 | 0.00 |
| B10 | 1.00 | 0.00 |
| B11 | 1.00 | 0.00 |
| B12 | 1.00 | 0.00 |
| B13 | 1.00 | 0.00 |
| B14 | 1.00 | 0.00 |
| B15 | 1.00 | 0.00 |
| B16 | 1.00 | 0.00 |
| B17 | 1.00 | 0.00 |
| B18 | 1.00 | 0.00 |
| B19 | 1.00 | 0.00 |
| B20 | 1.00 | 0.00 |
| B21 | 1.00 | 0.00 |
| B22 | 1.00 | 0.00 |
| B23 | 1.00 | 0.00 |
| B24 | 1.00 | 0.00 |
| B25 | 1.00 | 0.00 |
| B26 | 1.00 | 0.00 |
| B27 | 1.00 | 0.00 |
| B28 | 1.00 | 0.00 |
| B29 | 1.00 | 0.00 |
| B30 | 1.00 | 0.00 |
| B31 | 1.00 | 0.00 |
| B32 | 1.00 | 0.00 |
| B33 | 1.00 | 0.00 |
| B34 | 1.00 | 0.00 |
| B35 | 1.00 | 0.00 |
| B36 | 1.00 | 0.00 |
| B37 | 1.00 | 0.00 |
| B38 | 1.00 | 0.00 |
| B39 | 1.00 | 0.00 |
| B40 | 1.00 | 0.00 |
| B41 | 1.00 | 0.00 |
| B42 | 1.00 | 0.00 |
Weighting Strategies
GPS Observations
Alternative Scalar Applied to Each GPS Observation
| B1 | : | 2.27 |
| B2 | : | 4.51 |
| B3 | : | 26.43 |
| B4 | : | 2.09 |
| B5 | : | 8.75 |
| B6 | : | 1.00 |
| B7 | : | 1.00 |
| B8 | : | 1.00 |
| B9 | : | 1.00 |
| B10 | : | 1.00 |
| B11 | : | 1.00 |
| B12 | : | 1.00 |
| B13 | : | 1.00 |
| B14 | : | 1.00 |
| B15 | : | 1.00 |
| B16 | : | 1.00 |
| B17 | : | 1.00 |
| B18 | : | 1.00 |
| B19 | : | 1.00 |
| B20 | : | 1.00 |
| B21 | : | 1.00 |
| B22 | : | 1.00 |
| B23 | : | 1.00 |
| B24 | : | 1.00 |
| B25 | : | 1.00 |
| B26 | : | 1.00 |
| B27 | : | 1.00 |
| B28 | : | 1.00 |
| B29 | : | 1.00 |
| B30 | : | 1.00 |
| B31 | : | 1.00 |
| B32 | : | 1.00 |
| B33 | : | 1.00 |
| B34 | : | 1.00 |
| B35 | : | 1.00 |
| B36 | : | 1.00 |
| B37 | : | 1.00 |
| B38 | : | 1.00 |
| B39 | : | 1.00 |
| B40 | : | 1.00 |
| B41 | : | 1.00 |
| B42 | : | 1.00 |
Adjusted Coordinates