EXAMPLE 2: EXTRACT FROM PRINTOUT: 
iyd PRACTICAL BLOCK WITH 32 MODELS 
4& STRIPS; “18 POINTS PER MODEL 
SCALE- 1/28000; 20% SIDELAP 
SIGMA PLANIMETRY = 5.6 MICRON 
SIGMA HEIGHT = 9.3 MICRON 
MODELS IN 1/100 MM 
CONTROL IN METER 
  
ADJUSTMENT WITH AUTOMATIC ERROR DETECTION AFTER MANUAL DATA CLEANING 
ITERATION STEP  9..... VESTICAL ADJUSTMENT : . 
—— —— o — e — >. e — — 
  
ITERATION STEP FOR ERROR DETECTION 
END OF ERROR DETSCTION IN ELEVATION 
  
  
  
  
  
SIGMA REACHED = 0.5511 
VERTICAL CONTROL POINT 15401 HV 2 vz= 3.554 ELIMINATED 
VERTICAL CONTROL POINT 16202 WV 2 vis 2.405 ELIMINATED 
VERTICAL CONTROL POINT 24401  u« 1 vz= 0.564 ELIMINATED 
VERTICAL CONTROL POINT 21201 HY 2 vi= 1.494  SULIMINATED 
VERTICAL CONTROL POINT 31201 HV 4 vz= 0.435 ELIMINATED 
VERTICAL CONTROL POINT 36201 AV 2 vz= 0.921 ELIMINATED 
MODEL 112111 POINT 6211 TP 2 vzs 9.381 ELIMINATID IN HEIGHT 
40DEL 212211 POINT 16111 TP 4 vz= 0.352 LIMINATZD IN HEIGHT 
MODEL 212211 POINT 26111 TP 4 vzs 0.799 . ELIMINATED IN HEIGHT 
MODEL 212211 POINT 26112 TP 4 viz 1.008  EzLIMINATED IN HEIGAT 
MODEL 212211 POINT 264211 TP 4 vz= 0.344 ELIMINATED IN HEIGHT 
MODEL 212211 POINT 26212 TP 4 vzz 1.074 ELIMINATED IN HEIGHT 
MODEL 312311 POINT 36212 TP 4 vz= 0.397 ELIMINATED IN HEIGHT 
*00€L 211216 POINT 21001 HY 2 vi= 0.363 ELIMINATED IN HEIGHT 
MODEL 411410 POINT 41000 PC 2 vxy= 1.365 ELIMINATED IN PLANTMETRY 
MODEL 411410 POINT 46101 Ho 2 vz= 0.945 ELIMINATED IN HEIGHT 
MODEL 319399 POINT 26011 TP 4 vzs 0.850 — ELIMINATED IN HEIGHT 
eT?Y 40DEL 410409 POINT 30802 «V & vi= 0.382 ELIMINATED IN HEIGHT 
eT3Y MODEL 109108 POINT 10300 PC 2 vxy= 1.709 ELIMINATED IN PLANIMETRY 
stay MODEL 107138 POINT 10900 PC 2 vxy= 1.653 ELIMINATED IN PLANIMETRY 
star MODEL 207206 POINT 20512  TP2 vz= 3.786 ELIMINATED IN HEIGHT 
T MODEL 304335 POINT 35611 TP, 4 vz= 0.905 ELIMINATED IN HEIGHT 
; 
t roy ITERATION STSP 10.....40RIZONTAL ADJUSTMENT 
ITERATION STEP FOR ERROR DETECTION 
END OF ERROR DETECTION IN PLAMIMETRY 
SIGMA REACHED = 0.3013 
HORIZONTAL CONTROL POINT 46101 HO 2 vxYz 3.911 ELIMINATED 
VERTICAL CONTROL POINT 31201 MV 4 vis 0.44%  RE-INSERTED 
is MODEL 273212 POINT 16311 TP 2 vxy= 1.511 ELIMINATED IN PLANIMETRY 
MODEL 213212 POINT 16312 . TP 2 vxy= 1.548 ELIMINATED IN PLANIMETQY 
MODEL 112111 POINT 4241 TP 2 vz= 0.395 RE-INSERTED IN HEIGHT 
ura MODEL 112111 POINT 16101 HV 2 VXY= 3.715 ELIMINATED IN PLANIMETRY 
MODEL 212211 POINT 16111 TP 4 vis 0.385 . RE-INSERTED IN HEIGHT 
A00EL 212211 POINT 16201 HY 3 VXY= 3.793 ELIMINATED IN PLANIMETRY 
3 MODEL 212211 POINT 16211 TP à vxy= 0.303 SLIMINATED IN PLANIM®ETRY 
MODEL 212211 POINT 16212 TP 4 VXY= 3.808 ELIMINATED IN PLANIMETAY 
v. MODEL 212211 POINT 26111 TP à vz= 3.942 RE-INSERTED IN MEIGHT 
E MODEL 212211 POINT 26112 TP 4 vis 1.208 — RE-INSERTED IN HEIGHT 
MODEL 212211 POINT 26211. TP à VI 0.320 RE-INSERTED IN HEIGHT 
MODEL 212211 POINT 26212 TP 4 vZ= 3.962 RE=-INSZRTED IN HEIGHT 
MODEL 212211 POINT 26212. TP 4 vxy= 3.760 SLIMINATID IN PLANIMETRY 
: MODEL 312311 POINT 36212 . TP 4 vz= 3.399  RE-INSERTED IN HEIGHT 
gis MODEL 211210 POINT 21001 HY 2 vis 0.665 RE-INSZRTED IN HEIGHT 
|t MODEL 411410 POINT 46101 HO 2 vis 0.955 . RE-INSERTZO IN HEIGHT 
s MODEL 310309 POINT 26011 TP 4 vis 0.363 . RE-INSERTED IN HEIGHT 
MODEL 319308 POINT 26011 TP 4 vxy= 9.984 ELIMINATSD IN ?LANIMET2Y, 
MODEL 319309 POINT 26012 TP 4 VXY= 3.362 SLIMINATZO IN PLANIMETSY 
MODEL 419409 POINT 30802 HV & viz 0.384  RE-INSIRTID IN HIIGHT 
: 40DEL 205307 POINT 25711 TP 4 VXYs 2.342 ELIMINATZO IN PLANIMET?Y 
: MODEL 207296 POINT 20612 T9 2 v2 3.373 . RE-INSERTEO IN HEIGHT 
: MODEL 207206 POINT 25711 TP 4 vxy= 9.322 ELIMINATSO IN PLANIMETRY 
MODEL 207206 POINT 25712 TP 3 VXY= 3.990 SLIMINATZD IN PLANIMETAY 
MODEL 304395 POINT 35611 TP 4 Vis 3.9203 . RE-INSERTEO IN HZISAT 
t ITERATION STE? 11..... VERTICAL ADJUSTMENT 
et HORIZONTAL CONTROL POINT 46101 40 2 vxYs 9.9233 RE-INSERTED 
VERTICAL CONTROL POINT 21101 HV 1 VZ= 0.342 RE-INSERTED 
i MODEL 412411 POINT 16101 HY 2 VXY= 9.719 RE-INSERTED IN PLANIMETRY 
MODEL 212211 POINT 16201 HV 3 vxy= 0.394 RE-INSERTED IN PLANIMETRY 
al MODEL 212211 POINT 16211 TP 4 VXY= 3.736 RE-INSERTED IN PLANIMETRY 
: MODEL 212211 POINT 16212 TP 4 VXY= 9.3053 RE-INSERTED IN PLANIMETRY 
MODEL 212211 POINT 26212 TP 4 vxy= 0.762 RE-INSERTED IN PLANIMETRY 
MODEL 308307 POINT 28711 TP 4 vxy= 2.345 RE-INSERTEDO IN PLANIMETRY 
; ITERATION STEP 12... HORIZONTAL ADJUSTMENT 
VERTICAL CONTROL POINT 15401 HV 2 v2= 9.521 RE-INSERTED 
MODEL 207226 POINT 25711 TP à vxy= 3.556 RE-INSIRTED IN PLANIMETRY 
: MODEL 207206 POINT 29712 . TP 3 vXYs 2.511 RE-INSERTED IN PLANIM*ET7nY 
’ MODEL 310309 POINT 26011 TP 4 VXYz 9.365 RE-INSERTED IN PLANIMETAY 
MODEL 310399 POINT 26012 TP 4 VXY= 0.572 RE-INSERTED IN PLANIMETRY