Основные принципы GPS системы при проведении крупномасштабных съемок

Автор работы: Пользователь скрыл имя, 28 Марта 2012 в 17:06, курсовая работа

Описание

Основная цель GPS съемки заключается в том , чтобы с высокой точностью определить положение одного приемника относительно другого. В выпускной работе выполнены вычисления для создания геодезической сети применительно к крупномасштабным съемкам. В выпускной работе обосновано использование спутниковых технологий , так как с их помощью можно создать плановые и высотные обоснования для крупномасштабных съемок.
Даны результаты компьютерной обработки, сделано заключение по выпускной работе.

Работа состоит из  1 файл

Мой диплом.docx

— 115.19 Кб (Скачать документ)

                                                Nrth   Fixed

                                                Elev   Fixed                        

 

 

 

Coordinate System Definition Summary

LEP BRONNITCY

 

Linear Units of Measure:   Meters                            Date:          01/18/03   

                                                             Project file:  LEP BRONNITCY.spr

______________________________________________________________________________________

 

Ground System

 

      System Name:                        

 

      Origin:                              Latitude          =      0° 00’ 00.00000” S

                                           Longitude         =      0° 00’ 00.00000” W

                                           Ground Northing   =       0.000m

                                           Ground Easting    =       0.000m

 

      Orientation:                         Angle             =   -  0° 00’ 00.00000”

 

Local Grid System

 

      Name:                               

 

      Transformation Parameters:           E Translation     =       0.000m

                                           N Translation     =       0.000m

                                           Z Rotation        =       0.000000"

                                           Scale Diff. (ppm) =       0.000000

                                           Centroid Easting  =       0.000m

                                           Centroid Northing =       0.000m

 

      Note:  Parameters define transformation from BASE GRID SYSTEM to LOCAL GRID SYSTEM

 

Geodetic Datum

 

      Name:                                Россия

 

      Reference Ellipsoid:                 KRASS

                                              a   = 6378245.000m

                                              1/f = 298.300000000

 

      Transformation Parameters:           X Translation     =      25.000m

                                           Y Translation     =    -141.000m

                                           Z Translation     =     -80.000m

                                           X Rotation        =       0.000000"

                                           Y Rotation        =      -0.350000"

                                           Z Rotation        =      -0.660000"

                                           Scale Diff. (ppm) =       0.000000

 

      Note:  Parameters define transformation from LOCAL SYSTEM to WGS84

 

Grid System

 

      Name:                                СК-63 Россия

 

      Projection Type:                     TM83

 

      Zone Name:                           Москва 2 (36°59' - 39°59')

 

      Zone Parameters:                    

                                   Longitude of Central Meridian =   038°29'00.00"E

                                Scale factor at Central Meridian =       1.000000 m

                                    Longitude of the grid origin =   000°00'00.00"W

                                         Latitude of grid origin =    00°00'00.00"N

                                               False easting (m) =     250000.000 m

                                              False northing (m) =     -12900.566 m

 

 

 

Loop Closure Analysis

LEP BRONNITCY

 

Desired Horizontal Accuracy:  0.010m + 1ppm                Date:          01/18/03

Desired Vertical Accuracy:    0.020m + 1ppm                Project file:  LEP BRONNITCY.spr

Confidence Level:             Std. Err.

Linear Units of Measure:      Meters

_______________________________________________________________________________________

 

                                   Loop                Horizontal     Vertical     Loop

              Loop Vectors       Length   Misclosure   Relatv Acc   Relatv Acc       QA

 

 

 

Observation Information

LEP BRONNITCY

 

Time System:              Local Time (UTC+3.0)             Date:          01/18/03

Linear Units of Measure:  Meters                           Project file:  LEP BRONNITCY.spr

_______________________________________________________________________________________

 

                    Antenna  Antenna  Antenna 

         Site ID      Slant  Radius  Offset   Start Time     End Time      File Name

 

  1  LEP1             3.120    0.100    0.000      09:27:40     10:20:50   B0754A02.327

 

  2  BASE             1.570    0.100    0.000      09:03:30     11:25:30   B2126A02.327

 

  3  BO99             1.220    0.100    0.000      10:24:30     11:09:20   B2720A02.327

 

  4  B100             1.090    0.100    0.000      10:29:50     11:05:00   B2726A02.327

 

  5  __90             0.430    0.132    0.000      10:00:05     10:30:35   B__90A02.327

 

  6  0080             1.120    0.132    0.000      09:57:00     10:42:40   B0080A02.327

 

  7  2KIR             1.500    0.132    0.000      10:28:05     10:40:55   BB143H02.327

 

  8  3KIR             1.600    0.132    0.000      09:29:20     10:43:20   BB153G02.327

 

 

 

Project Files

LEP BRONNITCY

 

Time System:   Local Time (UTC+3.0)                        Date:          01/18/03

                                                            Project file:  LEP BRONNITCY.spr

_______________________________________________________________________________________

 

                            Start            End       Recording              File Size

         File Name    Date & Time    Date & Time    Intrvl (sec)    Epochs      (bytes)          Type

 

  1   B0754A02.327     23.11.2002     23.11.2002             5.0       638       220038           L1 GPS

                         09:27:40

 

  2   B2126A02.327     23.11.2002     23.11.2002             5.0      1704       558125           L1 GPS

                         09:03:30

 

  3   B2720A02.327     23.11.2002     23.11.2002             5.0       538       180158           L1 GPS

                         10:24:30

 

  4   B2726A02.327     23.11.2002     23.11.2002             5.0       422       146696           L1 GPS

                         10:29:50

 

  5   B__90A02.327     23.11.2002     23.11.2002             5.0       357       136149           L1 GPS

                         10:00:05

 

  6   B0080A02.327     23.11.2002     23.11.2002             5.0       543       205276           L1 GPS

                         09:57:00

 

  7   BB143H02.327     23.11.2002     23.11.2002             5.0       155       160146        L1/L2 GPS

                         10:28:05

 

  8   BB153G02.327     23.11.2002     23.11.2002             5.0       889       862522        L1/L2 GPS

                         09:29:20

 

 

 

Project Summary

LEP BRONNITCY

 

Project file:  LEP BRONNITCY.spr                                     Date:  01/18/03

______________________________________________________________________________________

 

Client Name:                                   

 

Project Name:                                   LEP BRONNITCY

 

Project Comments:

 

 

Desired Horizontal Accuracy:                    0.010m + 1ppm

Desired Vertical Accuracy:                      0.020m + 1ppm

Confidence Level:                               Std. Err.

 

Horizontal Coordinate System:                   СК-63 Россия

Height System:                                  Ellips. Ht.

Linear Units:                                   Meters

 

Number of Sites:                                8

Number of Vectors:                              23

 

Survey Company Name:                           

 

 

 

Repeat Vector Analysis

LEP BRONNITCY

 

Desired Horizontal Accuracy:  0.010m + 1ppm                Date:          01/18/03

Desired Vertical Accuracy:    0.020m + 1ppm                Project file:  LEP BRONNITCY.spr

Confidence Level:             Std. Err.

Linear Units of Measure:      Meters

______________________________________________________________________________________

 

                                 Vector       Vector   Horizontal     Vertical  Repeat

             Repeat Vector   Difference       Length   Relatv Acc   Relatv Acc      QA

 

 

 

Adjusted Vectors

LEP BRONNITCY

 

Vector Stage:                  Adjusted                    Date:          01/18/03   

Horizontal Coordinate System:  СК-63 Россия                Project file:  LEP BRONNITCY.spr

Height System:                 Ellips. Ht.

Linear Units of Measure:       Meters

______________________________________________________________________________________

 

                                 Vector    Radial             Vector               Tau

         Vector Identifier       Length   Resid.         Components   Resid.   Test

 

  1  BASE-LEP1  11/23 6:27                          X                                

                                                    Y                                

                                                    Z                                

 

  2  BASE-BO99  11/23 7:24                          X                                

                                                    Y                                

                                                    Z                                

 

  3  BASE-B100  11/23 7:29                          X                                

                                                    Y                                

                                                    Z                                

 

  4  BO99-B100  11/23 7:29                          X                                

                                                    Y                                

                                                    Z                                

 

  5  BASE-__90  11/23 7:00                          X                                

                                                    Y                                

                                                    Z                                

 

  6  BASE-0080  11/23 6:57                          X                                

                                                    Y                                

                                                    Z                                

 

  7  LEP1-__90  11/23 7:00                          X                                

                                                    Y                                

                                                    Z                                

 

  8  LEP1-0080  11/23 6:57                          X                                

                                                    Y                                

                                                    Z                                

 

  9  0080-BO99  11/23 7:24                          X                                

                                                    Y                                

                                                    Z                                

 

10  0080-B100  11/23 7:29                          X                                

                                                    Y                                

                                                    Z                                

 

11  0080-__90  11/23 7:00                          X                                

                                                    Y                                

                                                    Z                                

 

12  BO99-__90  11/23 7:24                          X                                

                                                    Y                                

                                                    Z                                

 

13  BASE-2KIR  11/23 7:28                          X                                

                                                    Y                                

                                                    Z                                

 

14  BASE-3KIR  11/23 6:29                          X                                

                                                    Y                                

                                                    Z                                

 

15  3KIR-LEP1  11/23 6:29                          X                                

                                                    Y                                

                                                    Z                                

 

16  3KIR-BO99  11/23 7:24                          X                                

                                                    Y                                

                                                    Z                                

 

17  3KIR-B100  11/23 7:29                          X                                

                                                    Y                                

                                                    Z                                

 

18  3KIR-__90  11/23 7:00                          X                                

                                                    Y                                

                                                    Z                                

 

19  3KIR-0080  11/23 6:57                          X                                

                                                    Y                                

Информация о работе Основные принципы GPS системы при проведении крупномасштабных съемок