Vertical Adjustment report
This is the vertical adjustment report for the 2D/1D model
adjustment:
=========================================
LEAST SQUARES VERTICAL
ADJUSTMENT REPORT
=========================================
Tue Mar 21 17:37:27 2006
2D Geodetic Model.
Input Raw Files: C:\data\lsdata\cgstar\CGSTAR.CGR
Output File: C:\data\lsdata\cgstar\cgstar.RPT
Curvature, refraction correction: ON
FIXED VERTICAL BENCHMARKS
Station
Elevation
1
569.8500
POINTS TO BE ADJUSTED
Station
2,5,3,4,10,11,12
MEASUREMENT SUMMARY
From
To
Elev. Diff.
(unadjusted) StdErr
1
5
7.5040 0.0145
1
2
7.5659 0.0145
2
3
6.9843 0.0145
3
4
-11.4907 0.0146
4
5
4.3557 0.0145
5
10
2.2639 0.0143
10
11
1.0931 0.0143
11
12
0.3828 0.0143
12
3
3.3590 0.0144
ADJUSTED ELEVATIONS
Station Adjusted Elev Standard
Dev.
1
569.8500 0.00000
2
577.4336 0.02465
5
577.3363 0.02465
3
584.4355 0.02915
4
572.9628 0.03070
10
579.6003 0.03341
11
580.6935 0.03641
12
581.0764 0.03519
STATISTICAL SUMMARY
Total Unknown Elevations:7
Total Elev. Routes:9
Total Fixed BM's:1
Total non-fixed BM's:0
Degrees of freedom:2
ADJUSTED MEASUREMENT SUMMARY
From
To Elev.
Diff. Residuals
(adjusted)
1
5
7.4863 -0.0177
1
2
7.5836 0.0177
2
3
7.0019 0.0177
3
4
-11.4728 0.0179
4
5
4.3735 0.0178
5
10
2.2641 0.0001
10
11
1.0932 0.0001
11
12
0.3829 0.0001
12
3
3.3591 0.0001
Vertical Sideshots
Station
Elevation
20
571.77
21
581.25
22
580.14
15
579.60
This is a sample report of a differential level network
adjustment:
===============================
LEAST SQUARES ADJUSTMENT
REPORT
===============================
Mon Apr 13 10:46:24 2015
Output File:
C:\SurvNET_Seminar\SurvNetExamples1\LevelNetwork\network1.RPT
Curvature, refraction correction: ON
Maximum iterations: 10 , Convergence Limit:
0.002000
Local Coordinate System, Scale
Factor: 1.000000
Horizontal Units: US
Feet
Confidence Interval:
95.00
Default Standard
Errors:
Distance: Constant 0.003 ,PPM:
5.000
Horiz. Angle: Pointing 1.0"
,Reading: 1.0"
Vert. Angle: Pointing
3.0" ,Reading: 3.0"
Total Station:
Centering 0.003 ,Height: 0.010
Target:
Centering 0.003 ,Height: 0.010
Azimuth: 5"
Coordinate Control:
N:0.010, E:0.010, Z:0.010,
HORIZONTAL ADJUSTMENT
REPORT
============================
Unadjusted Observations
=======================
Control Coordinates: 0 Observed
Points, 2 Fixed Points, 0
Approx. Points
Sta.
N:
E:
StErr N: StErr E:
BMY
1000.000
1000.000
FIXED FIXED
BMX
1000.000
1000.000
FIXED FIXED
LEAST SQUARES VERTICAL ADJUSTMENT REPORT
Mon Apr 13 10:46:24 2015
Level File: test.tlv
Output File:
C:\SurvNET_Seminar\SurvNetExamples1\LevelNetwork\network1.RPT
Curvature, refraction correction: ON
Differential Leveling Standard Errors
Avg. Dist. to BS/FS:50.0
Rod Reading Err. per
100'/m:0.000
Collimation
Err. (sec.) 3.0:
Unadjusted
Trigonometric Level Report
Header1: Operator: loop
Name: Project Name:
Header2: date: pressure:
1630170 temperature: time:
Benchmark: Name:
BMX
El: 100.000 Desc: BMX
Differential Level Loop:
Rod: Rod
Ht. 0.000
Backsight: Name:
BMX
VD: 5.300 HD: 100.000 HI:
105.300 Desc: BMX
Average HI: 105.300
Foresight: Name:
1
VD: 6.000 HD: 100.000 EL:
99.300
Average EL: 99.300
Backsight: Name:
1
VD: 0.700 HD: 100.000 HI:
100.000
Average HI: 100.000
Foresight: Name:
SS1
VD: 3.500 HD: 100.000 EL:
96.500
Average EL: 96.500
Foresight: Name:
SS2
VD: 4.500 HD: 100.000 EL:
95.500
Average EL: 95.500
Foresight: Name:
2
VD: 1.000 HD: 100.000 EL:
99.000
Average EL: 99.000
Backsight: Name:
2
VD: 15.000 HD: 100.000 HI:
114.000
Average HI: 114.000
Foresight: Name:
A
VD: 8.900 HD: 100.000 EL:
105.100
Average EL: 105.100
Backsight: Name:
A
VD: 6.800 HD: 100.000 HI:
111.900
Average HI: 111.900
Foresight: Name:
3
VD: 5.100 HD: 100.000 EL:
106.800
Average EL: 106.800
Backsight: Name:
3
VD: 2.300 HD: 100.000 HI:
109.100
Average HI: 109.100
Foresight: Name:
4
VD: 6.200 HD: 100.000 EL:
102.900
Average EL: 102.900
Backsight: Name:
4
VD: 16.300 HD: 100.000 HI:
119.200
Average HI: 119.200
Foresight: Name:
BMY
VD: 11.760 HD: 100.000 EL:
107.440
Average EL: 107.440
Benchmark: Name:
BMY
El: 107.500 Desc: BMY
Backsight: Name:
BMY
VD: 6.500 HD: 100.000 HI:
114.000 Desc: BMY
Average HI: 114.000
Foresight: Name:
5
VD: 5.800 HD: 100.000 EL:
108.200
Average EL: 108.200
Backsight: Name:
5
VD: 10.000 HD: 100.000 HI:
118.200
Average HI: 118.200
Foresight: Name:
C
VD: 11.950 HD: 100.000 EL:
106.250
Average EL: 106.250
Backsight: Name:
C
VD: 10.500 HD: 100.000 HI:
116.750
Average HI: 116.750
Foresight: Name:
6
VD: 5.300 HD: 100.000 EL:
111.450
Average EL: 111.450
Backsight: Name:
6
VD: 4.800 HD: 100.000 HI:
116.250
Average HI: 116.250
Foresight: Name:
BMX
VD: 16.130 HD: 100.000 EL:
100.120
Average EL: 100.120
Benchmark: Name:
BMX
El: 100.000
Benchmark: Name:
BMY
El: 107.500
Backsight: Name:
BMY
VD: 8.400 HD: 100.000 HI:
115.900
Average HI: 115.900
Foresight: Name:
7
VD: 3.800 HD: 100.000 EL:
112.100
Average EL: 112.100
Backsight: Name:
7
VD: 1.500 HD: 100.000 HI:
113.600
Average HI: 113.600
Foresight: Name:
B
VD: 9.100 HD: 100.000 EL:
104.500
Average EL: 104.500
Backsight: Name:
B
VD: 6.900 HD: 100.000 HI:
111.400
Average HI: 111.400
Foresight: Name:
8
VD: 5.210 HD: 100.000 EL:
106.190
Average EL: 106.190
Backsight: Name:
8
VD: 5.000 HD: 100.000 HI:
111.190
Average HI: 111.190
Foresight: Name:
C
VD: 4.990 HD: 100.000 EL:
106.200 Desc: TBM
Average EL: 106.200
Backsight: Name:
A
VD: 6.300 HD: 100.000 HI:
111.400 Desc: TBM1
Average HI: 111.400
Foresight: Name:
B
VD: 6.980 HD: 100.000 EL:
104.420 Desc: TBM3
VERTICAL BENCHMARKS
Station
Elevation
Std. Error
BMY
107.5000
FIXED
BMX
100.0000
FIXED
POINTS TO BE ADJUSTED
Station
1,2,A,3,4,5,C,6,7,B,8
MEASUREMENT SUMMARY
From
To
Elev. Diff. StdErr
(unadjusted)
BMX
1
-0.7000 0.0015
1
2
-0.3000 0.0029
2
A
6.1000 0.0033
A
3
1.7000 0.0036
3
4
-3.9000 0.0039
4
BMY
4.5400 0.0041
BMY
5
0.7000 0.0015
5
C
-1.9500 0.0021
C
6
5.2000 0.0025
6
BMX
-11.3300 0.0029
BMY
7
4.6000 0.0015
7
B
-7.6000 0.0021
B
8
1.6900 0.0025
8
C
0.0100 0.0029
A
B
-0.6800 0.0033
STATISTICAL SUMMARY
Total Unknown Elevations:11
Total Elev. Routes:15
Total Fixed BM's:4
Total non-fixed BM's:0
Degrees of freedom:4
ADJUSTED ELEVATIONS
Station Adjusted Elev Standard
Dev. Error Ellipse at 95% CI
BMY
107.5000
FIXED
0.00000
BMX
100.0000
FIXED
0.00000
1
99.3094
0.02592
0.09659
2
99.0283
0.03777
0.14074
A
105.1494
0.03661
0.13642
3
106.8527
0.04407
0.16425
4
102.9562
0.03964
0.14772
5
108.1787
0.02456
0.09154
C
106.1985
0.02979
0.11103
6
111.3667
0.03114
0.11604
7
112.0948
0.02486
0.09263
B
104.4875
0.03118
0.11618
8
106.1827
0.03635
0.13547
ADJUSTED MEASUREMENT SUMMARY
From
To Elev.
Diff.
Residuals Std.
Dev.
(adjusted)
BMX
1
-0.6906
0.0094
0.026
1
2
-0.2811
0.0189
0.034
2
A
6.1211
0.0211
0.035
A
3
1.7033
0.0033
0.038
3
4
-3.8965
0.0035
0.039
4
BMY
4.5438
0.0038
0.040
BMY
5
0.6787
-0.0213
0.025
5
C
-1.9801
-0.0301
0.027
C
6
5.1682
-0.0318
0.030
6
BMX
-11.3667
-0.0367
0.031
BMY
7
4.5948
-0.0052
0.025
7
B
-7.6073
-0.0073
0.028
B
8
1.6951
0.0051
0.032
8
C
0.0159
0.0059
0.033
A
B
-0.6619
0.0181
0.034
Vertical
Sideshots
Station
Elevation
SS1
96.509
SS2
95.509