Geomedicion Instrumentos y Sistemas S.R.L.
C/ Wnceslao Alvarez #62 Apto 3-A
 
Phone: 8096863215


Project File Data
Name: C:\Users\HOLASA HP17ENVY\Desktop\Soluciones 2016.4344 CORS\RDSD 20-dic-2016\Solucion RDSD 2016.4344.vce
Size: 158 KB
Modified: 1/13/2017 10:40:25 AM (UTC:-4)
Time zone: Atlantic Standard Time
Reference number:
Description:
Comment 1:
Comment 2:
Comment 3:
Coordinate System
Name: World wide/UTM
Datum: WGS 1984
Zone: 19 North
Geoid: EGM 2008 Dominican Republic
Vertical datum: EGM08DR





Network Adjustment Report


Adjustment Settings

Set-Up Errors
GNSS
Error in Height of Antenna: 0.001 m
Centering Error: 0.001 m

Covariance Display
Horizontal:
Propagated Linear Error [E]: U.S.
Constant Term [C]: 0.000 m
Scale on Linear Error [S]: 1.960
Three-Dimensional
Propagated Linear Error [E]: U.S.
Constant Term [C]: 0.000 m
Scale on Linear Error [S]: 1.960


Adjustment Statistics

Number of Iterations for Successful Adjustment: 2
Network Reference Factor: 1.00
Chi Square Test (95%): Passed
Precision Confidence Level: 95%
Degrees of Freedom: 18

Post Processed Vector Statistics
Reference Factor: 1.00
Redundancy Number: 18.00
A Priori Scalar: 2.31




Control Point Constraints

Point ID Type North σ
(Meter)
East σ
(Meter)
Height σ
(Meter)
Elevation σ
(Meter)
SPED Global Fixed   Fixed   Fixed    
Fixed =  0.000001(Meter)




Adjusted Grid Coordinates

Point ID Northing
(Meter)
Northing Error
(Meter)
Easting
(Meter)
Easting Error
(Meter)
Elevation
(Meter)
Elevation Error
(Meter)
Constraint
RDSD 2041476.368   0.003   403775.699   0.003   26.231   0.007    
SPED 2041218.980   ?   467736.192   ?   16.471   ?   LLh  




Adjusted Geodetic Coordinates

Point ID Latitude Longitude Height
(Meter)
Height Error
(Meter)
Constraint
RDSD N18°27'41.03203"   W69°54'40.76310"   -9.147   0.007    
SPED N18°27'39.65606"   W69°18'20.06376"   -22.106   ?   LLh  




Adjusted ECEF Coordinates

Point ID X
(Meter)
X Error
(Meter)
Y
(Meter)
Y Error
(Meter)
Z
(Meter)
Z Error
(Meter)
3D Error
(Meter)
Constraint
RDSD 2078678.908   0.004   -5683737.306   0.007   2006886.930   0.003   0.008    
SPED 2138652.348   ?   -5661444.627   ?   2006842.697   ?   ?   LLh  




Error Ellipse Components

Point ID Semi-major axis
(Meter)
Semi-minor axis
(Meter)
Azimuth
RDSD 0.004 0.003 90°




Adjusted GNSS Observations

Observation ID Observation A-posteriori Error Residual Standardized
Residual
SPED --> RDSD (PV20) Az. 270°08'02" 0.009 sec -0.008 sec -0.717
ΔHt. 12.959 m 0.007 m -0.027 m -3.069
Ellip Dist. 63983.069 m 0.003 m -0.002 m -0.499
SPED --> RDSD (PV16) Az. 270°08'02" 0.009 sec 0.018 sec 1.739
ΔHt. 12.959 m 0.007 m 0.005 m 0.555
Ellip Dist. 63983.069 m 0.003 m 0.003 m 0.594
SPED --> RDSD (PV10) Az. 270°08'02" 0.009 sec -0.007 sec -0.700
ΔHt. 12.959 m 0.007 m 0.010 m 1.097
Ellip Dist. 63983.069 m 0.003 m -0.002 m -0.457
SPED --> RDSD (PV18) Az. 270°08'02" 0.009 sec 0.000 sec -0.035
ΔHt. 12.959 m 0.007 m 0.009 m 1.053
Ellip Dist. 63983.069 m 0.003 m 0.004 m 0.916
SPED --> RDSD (PV12) Az. 270°08'02" 0.009 sec -0.005 sec -0.490
ΔHt. 12.959 m 0.007 m -0.009 m -0.984
Ellip Dist. 63983.069 m 0.003 m 0.003 m 0.591
SPED --> RDSD (PV14) Az. 270°08'02" 0.009 sec 0.000 sec 0.013
ΔHt. 12.959 m 0.007 m 0.007 m 0.809
Ellip Dist. 63983.069 m 0.003 m -0.004 m -0.845
SPED --> RDSD (PV8) Az. 270°08'02" 0.009 sec 0.002 sec 0.185
ΔHt. 12.959 m 0.007 m 0.005 m 0.558
Ellip Dist. 63983.069 m 0.003 m -0.001 m -0.276



Covariance Terms

From Point To Point Components A-posteriori Error Horiz. Precision
(Ratio)
3D Precision
(Ratio)
SPED RDSD Az. 270°08'02" 0.009 sec 1 : 18365218 1 : 18365105
ΔHt. 12.959 m 0.007 m
ΔElev. 9.760 m 0.007 m
Ellip Dist. 63983.069 m 0.003 m