This is the vertical adjustment report for the 2D/1D model adjustment:
LEAST SQUARES VERTICAL ADJUSTMENT REPORT
Fri Apr 5 12:00:00
2D Geodetic Model.
Input Raw Files:
C:\Carlson Projects\SurvNetTut01.rw5
Output File: C:\Carlson Projects\SurvNet\SurvNetTut01.RPT
Output CRD File: C:\Carlson Projects\SurvNet\SurvNetTut01.crd
Curvature, refraction correction: ON
VERTICAL BENCHMARKS
Station Elevation Std. Error
TR1 100.0000 FIXED
TR100 0.0000 FIXED
POINTS TO BE ADJUSTED
Station
TR2,TR3,TR4,TR5,TR6,TR7,TR7B,TR7C
MEASUREMENT SUMMARY
From To Elev. Diff. StdErr
(unadjusted)
TR1 TR100 -2.4904 0.0147
TR1 TR2 -2.2258 0.0147
TR2 TR3 -4.0634 0.0147
TR3 TR4 -1.5208 0.0143
TR4 TR5 7.2363 0.0152
TR5 TR6 -2.1809 0.0151
TR6 TR7 0.1132 0.0145
TR7 TR7B 5.1236 0.0151
TR7 TR100 1.6154 0.0151
TR7 TR7C 3.3496 0.0163
TR7B TR1 -2.3590 0.0157
TR7B TR3 -8.5867 0.0228
TR7B TR5 -3.0523 0.0174
TR7C TR100 2.5981 0.0145
STATISTICAL SUMMARY
Total Unknown Elevations:8
Total Elev. Routes:14
Total Fixed BM's:2
Total non-fixed BM's:0
Degrees of freedom:6
ADJUSTED ELEVATIONS
Station Adjusted Elev Standard Dev. Error Ellipse at 95% CI
TR1 100.0000 FIXED 0.00000
TR100 0.0000 FIXED 0.00000
TR2 84.5686 41.14026 80.63343
TR3 67.3188 45.22845 88.64613
TR4 58.3139 52.40847 102.71870
TR5 57.5924 46.54994 91.23621
TR6 41.6824 48.31011 94.68608
TR7 28.6393 33.33185 65.32922
TR7B 67.3621 35.07818 68.75197
TR7C 13.6980 38.41413 75.29031
ADJUSTED MEASUREMENT SUMMARY
From To Elev. Diff. Residuals Std. Dev.
(adjusted)
TR1 TR100 -100.0000 -97.5096 0.000
TR1 TR2 -15.4314 -13.2056 41.140
TR2 TR3 -17.2498 -13.1864 41.122
TR3 TR4 -9.0049 -7.4841 41.178
TR4 TR5 -0.7215 -7.9578 41.980
TR5 TR6 -15.9099 -13.7290 41.104
TR6 TR7 -13.0431 -13.1563 40.602
TR7 TR7B 38.7229 33.5992 34.757
TR7 TR100 -28.6393 -30.2547 33.332
TR7 TR7C -14.9413 -18.2909 39.239
TR7B TR1 32.6379 34.9968 35.078
TR7B TR3 -0.0433 8.5433 41.824
TR7B TR5 -9.7698 -6.7175 39.342
TR7C TR100 -13.6980 -16.2961 38.414
Vertical Sideshots
Station Elevation
TR1B 98.0007
100 105.4404
101 105.4607
102 108.9285
103 104.9080
104 105.7794
105 105.3716
106 106.9132
TR2C 80.7241
CC1 81.0316
TR2B 82.4713
125 91.8345
126 91.1025
127 91.4001
128 88.7827
129 89.2359
130 89.7661
131 89.1042
132 89.2006
133 88.9114
150 73.7072
151 75.1551
152 75.3588
153 75.9565
154 76.0468
155 75.3200
156 74.6387
157 75.2392
158 74.5438
159 73.2178
160 67.3246
161 67.9606
162 69.2969
200 64.3422
201 62.2583
202 63.0329
203 63.3425
204 65.8137
205 62.8474
MN2 37.7423
CC200 39.9471
CC201 40.0756
225 49.5442
226 47.5001
227 47.9010
228 47.3816
229 47.5252
230 45.7544
231 45.6291
232 44.9244
233 45.0296
234 49.3004
235 48.8310
236 51.1671
237 50.9847
238 48.0367
239 50.4217
240 47.6531
241 48.1279
242 48.5686
300 30.4839
301 33.9766
302 33.5054
303 33.9313
304 33.1538
305 33.6198
306 27.7555
307 28.5585
308 29.1737
CC300 34.4190
CC301 33.9808
GPS1 31.1822
CC400 64.5606
CC500 59.4460
TR1BCK 63.1440
CC600 67.3962
500 64.7735
501 67.3561
502 71.5196
503 71.5325
504 72.8553
505 72.7991
506 72.5789
507 72.5883
508 74.6496
509 74.5704
510 74.6176
511 76.0482
512 72.7430
513 73.4538
1000 116.6556
1001 117.9243
1002 120.3538
1003 116.8152
1004 104.9979
1005 105.7780
1006 105.4189
1007 106.1852
1008 103.5893
1009 103.5550
1010 105.2201
1011 119.9053
1012 116.3988
1013 105.0764
1014 106.2287
1015 106.4953
1016 105.6196
1017 106.2795
1018 105.5693
1019 105.3773
1020 104.2048
1021 108.0350
1022 106.9444
1023 107.2728
1024 107.4679
1025 109.0913
1026 109.3273
1100 34.7236
1101 33.1876
1102 23.4532
1103 23.6922
1104 20.4123
1105 30.4324
1106 29.3272
1107 30.9160
1108 20.5319
1109 22.5550
1110 22.4347
1111 21.7911
1112 21.2860
1113 21.7111
1114 34.2394
1115 33.5384
1116 34.0657
1117 34.0688
1118 40.6604
1200 6.1629
1201 5.1502
1202 6.9316
1203 16.0098
1204 16.4797
1205 8.7831
1206 8.9042
1207 6.3770
1208 8.4799
1209 7.3919
1210 19.2004
1211 6.7228
1212 7.0911
1213 7.0724
This is a sample report of a differential level network adjustment:
===============================
LEAST SQUARES ADJUSTMENT REPORT
===============================
Fri Apr 5 12:00:00
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
Fri Apr 5 12:00:00
Level File: DiffLevel.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