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Baseline Processing Report JT1

1) The document contains processing results and vector components for a baseline observation between points Jica02 and JT01. 2) The horizontal and vertical precisions were 0.001 m and 0.002 m respectively. 3) The geodetic azimuth between the points was 36°49'59" and the ellipsoid distance was 435.476 meters.

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m reza chandra k
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0% found this document useful (0 votes)
89 views20 pages

Baseline Processing Report JT1

1) The document contains processing results and vector components for a baseline observation between points Jica02 and JT01. 2) The horizontal and vertical precisions were 0.001 m and 0.002 m respectively. 3) The geodetic azimuth between the points was 36°49'59" and the ellipsoid distance was 435.476 meters.

Uploaded by

m reza chandra k
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as PDF, TXT or read online on Scribd
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Baseline JT1 Observation JT1

Hsing Loong Indonesia Phone: 081212314573

M. Reza Chandra K (Geodetic Engineer) Fax:

Pasar Impress Pamanukan www.hsingloong.com

Jawa Barat, Indonesia 14320 hr@hsl-singapore.co.id

Indonesia

Project file data Coordinate System

Name: C:\Users\LENOVO\Documents\Master Name: UTM


Survey\GPS\GPS\Project.vce
Datum: WGS 1984
Size: 185 KB
Zone: 48 South (105E)
Modified: 12/28/2020 9:16:04 PM (UTC:7)
Geoid: EGM96 (Global)
Time zone: SE Asia Standard Time
Vertical datum:
Reference number: GPS 2620

Description: Observation JT1

Baseline Processing Report

Processing Summary
Observation From To Solution Type H. Prec. V. Prec. Geodetic Ellipsoid ˂Height
(Meter) (Meter) Az. Dist. (Meter)
(Meter)
Jica02 --- JT01 Jica02 JT01 Fixed 0.001 0.002 36°49'59" 435.476 0.526
(B24)

Acceptance Summary
Processed Passed Flag Fail

1 1 0 0

1
Jica02 - JT01 (Invalid leap seconds-Invalid leap seconds) (S24)
Baseline observation: Jica02 --- JT01 (B24)

Processed: Invalid leap seconds

Solution type: Fixed

Frequency used: Dual Frequency (L1, L2)

Horizontal precision: 0.001 m

Vertical precision: 0.002 m

RMS: 0.003 m

Maximum PDOP: 1.075

Ephemeris used: Broadcast

Antenna model: NGS Relative

Processing start time: Invalid leap seconds (Local: UTC+7hr)

Processing stop time: Invalid leap seconds (Local: UTC+7hr)

Processing duration: 01:11:00

Processing interval: 15 seconds

Vector Components (Mark to Mark)


From: Jica02

Grid Local Global

Easting 821314.525 m Latitude S6°14'39.01406" Latitude S6°14'39.01406"

Northing 9308918.095 m Longitude E107°54'12.48592" Longitude E107°54'12.48592"

Elevation 1.846 m Height 22.020 m Height 22.020 m

To: JT01

Grid Local Global

Easting 821577.735 m Latitude S6°14'27.66757" Latitude S6°14'27.66757"

Northing 9309265.504 m Longitude E107°54'20.97845" Longitude E107°54'20.97845"

Elevation 2.360 m Height 22.546 m Height 22.546 m

Vector

˂Easting 263.210 m NS Fwd Azimuth 36°49'59" ˂X -260.230 m

˂Northing 347.409 m Ellipsoid Dist. 435.476 m ˂Y -43.696 m

˂Elevation 0.514 m ˂Height 0.526 m ˂Z 346.427 m

Standard Errors
Vector errors:

˰˂Easting 0.000 m ˰NS fwd Azimuth 0°00'00" ˰˂X 0.000 m

˰˂Northing 0.000 m ˰Ellipsoid Dist. 0.000 m ˰˂Y 0.001 m

˰˂Elevation 0.001 m ˰˂Height 0.001 m ˰˂Z 0.000 m

2
Aposteriori Covariance Matrix (Meter²)
X Y Z

X 0.0000001838

Y -0.0000001838 0.0000006296

Z -0.0000000100 0.0000000220 0.0000001124

Occupations
From To

Point ID: Jica02 JT01

Data file: C:\Users\LENOVO\Documents\Master C:\Users\LENOVO\Documents\Master


Survey\GPS\GPS\Project\10990070.T02 Survey\GPS\GPS\Project\13190070.T02
Receiver type: Unknown Unknown

Receiver serial number: 5910R91099 5911R91319

Antenna type: R8s Internal R8s Internal

Antenna serial number: 10R91099 11R91319

Antenna height (measured): 1.708 m 1.779 m

Antenna method: Center of bumper Center of bumper

3
Tracking Summary

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Residuals

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Processing style
Elevation mask: 10.0 deg

Auto start processing: Yes

Start automatic ID numbering: AUTO0001

Continuous vectors: No

Generate residuals: Yes

Antenna model: Automatic

Ephemeris type: Automatic

Frequency: Multiple Frequencies

Processing Interval: Use all data

Force float: No

Acceptance Criteria

Vector Component Flag Fail

Horizontal Precision > 0.050 m + 1.000 ppm 0.100 m + 1.000 ppm

Vertical Precision > 0.100 m + 1.000 ppm 0.200 m + 1.000 ppm

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09/01/2021 10:24:55 C:\Users\LENOVO\Documents\Master Survey Trimble Business Center
\GPS\GPS\Project.vce

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