spr 2, Geodezja, rok 3, Fotogrametria i teledetekcja, sprawko nr 6 aerosys


UWM w Olsztynie 2005-03-12

Sprawozdanie nr 1

Temat: Budowa pojedynczego modelu metodą wiązek przy zastosowaniu programu AeroSys.

Grupa 4, model_3:

Olczyk Małgorzata

Hocheker Ewa

Domke Robert

Wesołowski Dawid

Oprogramowanie AeroSys dla Windows jest pakietem procedur umożliwiających wyrównanie aerotriangulacji metodą wiązek, ściśle niezależnych wiązek. Jest to zbiór programów umożliwiający:

  1. przygotowanie obserwacji fotogrametrycznych, a więc pomiarów współrzędnych tłowych na pojedynczych zdjęciach lub modelach, zrealizowanych na jednym z kilku typów mono- lub stereokomparatorów, do obliczeń w programie ASWin w tym: budowanie szeregów i bloków zdjęć, redukcje współrzędnych instrumentalnych - surowych do układu współrzędnych tłowych, wyznaczenie elementów orientacji wzajemnej i zewnętrznej zdjęć poprzez zastosowanie konstrukcji przestrzennego wcięcia wstecz lub w przód,

  2. estymacje przybliżonych wartości współrzędnych przestrzennych w układzie fotogrametrycznym (modelu),

  3. wyrównanie aerotriangulacji wraz ze statystyczną analizą dokładności (+ kryteria zbieżności iteracji oraz próg zbieżności),

  4. wprowadzenie korekcji atmosferycznych, procedur samo-kalibracji oraz nieliniowych deformacji podłoża,

  5. wyrównanie terrotriangulacji jako szczególnego przypadku procesu aerotriangulacji (zmiana orientacji zdjęć i osi współrzędnych z możliwością zdefiniowania dodatkowych warunków geometrycznych),

  6. transformację z dwuwymiarowej 2D „przestrzeni” zdjęcia do trójwymiarowej przestrzeni przedmiotowej 3D wg. metody DLT (Direct Linear Transform).

Charakterystyczne dla tego pakietu są:

METODA WIĄZEK

Jest to metoda jednoczesnego wyznaczenia wszystkich niewiadomych, w której musza być znane współrzędne punktów - gdy są dokładnie wyznaczone maleje liczba iteracji. Pomiar wykonuje się w układzie poziomej bazy. Wyznaczane są elementy orientacji zewnętrznej xo, yo, zo, ϕ, ω, χ bazując na warunku kolinearności.

0x01 graphic

Cechy metody wiązek:

Minusy:

Plusy:

METODA WIĄZEK Z DODATKOWYMI OBSERWACJAMI I GPS

Obserwacjami dodatkowymi mogą być kąty zenitalne, azymuty, odcinki, kąty poziome, obserwacje fikcyjne, proste pionowe, poziome, dowolnie zorientowane. Można dodatkowo też ułożyć równania poprawek do liniowych i kątowych EOZ i EOW. Równania błędów do tych obserwacji można zapisać w postaci macierzowej i dołączyć do wyrównania metodą najmniejszych kwadratów (pośredniczącą).Można też dołączyć obserwacje GPS - współrzędne środków rzutów zdjęć. Jednak nie są one bezbłędne, gdyż w związku z ruchem samolotu są niewielkie rozbieżności pomiędzy rzeczywistymi a rejestrowanymi współrzędnymi GPS. W związku z tym również podlegają one wyrównaniu. Zarówno obserwacje geodezyjne jak i fotogrametryczne i GPS otrzymują odpowiednie wagi w procesie wyrównania.

DANE WYNIKOWE Z PROGRAMU VSD

319_320.or

Nazwa zadania : 319_320 28-02-2005, 13:34

Nazwa obrazu : E:\OLSZTYN\319.TIF (10240*10240)

E:\OLSZTYN\320.TIF (10240*10240)

Znaczki tlowe, zdjecie lewe

1 -109.9960 110.0320 224.00 -224.00

2 110.0010 110.0310 10015.00 -225.00

3 109.9990 -109.9600 10014.00 -10014.00

4 -109.9930 -109.9630 223.00 -10015.00

5 -0.0010 110.0220 5119.00 -224.00

6 109.9950 0.0360 10015.00 -5119.00

7 0.0000 -109.9680 5119.00 -10015.00

8 -109.9990 0.0360 223.00 -5118.00

Znaczki tlowe, zdjecie prawe

1 -109.9960 110.0320 223.00 -225.00

2 110.0010 110.0310 10015.00 -224.00

3 109.9990 -109.9600 10015.00 -10014.00

4 -109.9930 -109.9630 224.00 -10015.00

5 -0.0010 110.0220 5119.00 -223.00

6 109.9950 0.0360 10015.00 -5118.00

7 0.0000 -109.9680 5120.00 -10015.00

8 -109.9990 0.0360 224.00 -5118.00

Punkty orientacji wzajemnej w ukladzie obrazu

1 5534.00 -5557.00 1320.00 -5603.00

2 8894.00 -5217.00 4599.00 -5235.00

3 5828.00 -1335.00 1533.00 -1382.00

4 9132.00 -1146.00 4840.00 -1175.00

5 5133.00 -8848.00 920.00 -8904.00

6 10020.00 -9226.00 5808.00 -9232.00

Wspolrzedne tlowe punktow orientacji wzajemnej

1 9.326 -9.803 -85.366 -10.837

2 84.819 -2.160 -11.691 -2.572

3 15.925 85.068 -80.571 84.008

4 90.160 89.324 -6.270 88.654

5 0.321 -83.753 -94.360 -85.009

6 110.123 -92.251 15.467 -92.385

Wspolrzedne terenowe punktow orientacji wzajemnej

1 -21965.579 77948.624 110.051

2 -21587.723 77985.638 139.038

3 -21929.900 78427.903 129.653

4 -21554.267 78447.918 125.600

5 -22013.877 77572.933 117.720

6 -21456.740 77527.343 119.366

Punkty dostosowania w ukladzie odniesienia

10507 -22046.900 78507.539 130.660

10510 -22007.289 77469.492 106.950

10513 -21594.480 78477.820 119.360

10517 -21565.801 77507.031 122.320

Punkty dostosowania w ukladzie obrazu

10507 4792.00 -636.50 488.50 -690.50

10510 5196.33 -9723.67 1018.33 -9781.67

10513 8762.50 -903.00 4487.00 -935.00

10517 9070.00 -9415.00 4853.00 -9430.00

Wspolrzedne w ukladzie obrazu

31901 4915.00 -2184.00 610.00 -2234.00

31902 6509.00 -1858.00 2216.00 -1900.00

31903 7564.00 -1648.00 3276.00 -1685.00

31904 8760.00 -1682.00 4478.00 -1711.00

31905 8829.00 -3549.00 4578.00 -3572.00

31906 5305.00 -3179.00 1033.00 -3227.00

31907 6287.00 -3112.00 2035.00 -3153.00

31908 7985.00 -3219.00 3741.00 -3249.00

31909 4613.00 -4034.00 371.00 -4087.00

31910 6697.00 -3950.00 2466.00 -3988.00

31911 6130.00 -5851.00 1882.00 -5893.00

31912 6911.00 -5763.00 2678.00 -5798.00

31913 7980.00 -5242.00 3737.00 -5268.00

31914 8960.00 -5323.00 4702.00 -5342.00

31915 9648.00 -6110.00 5383.00 -6121.00

31916 6363.00 -7275.00 2131.00 -7315.00

31917 7052.00 -7309.00 2766.00 -7343.00

31918 7860.00 -7418.00 3619.00 -7445.00

31919 8862.00 -6861.00 4600.00 -6879.00

31920 7062.00 -7541.00 2827.00 -7575.00

Wspolrzedne terenowe

31901 -22033.923 78331.173 135.192

31902 -21853.113 78367.915 130.223

31903 -21732.947 78391.601 127.306

31904 -21596.423 78387.707 123.974

31905 -21588.180 78175.948 117.804

31906 -21990.417 78219.698 125.643

31907 -21878.119 78227.707 118.258

31908 -21683.676 78214.637 114.955

31909 -22070.085 78123.718 116.020

31910 -21831.235 78132.104 112.593

31911 -21898.330 77915.147 123.978

31912 -21808.693 77924.395 118.339

31913 -21686.763 77983.218 120.428

31914 -21576.619 77973.328 125.603

31915 -21500.474 77883.828 129.886

31916 -21872.606 77752.657 121.892

31917 -21796.944 77751.598 142.191

31918 -21703.008 77736.045 125.944

31919 -21590.445 77799.429 131.725

31920 -21793.455 77722.261 124.009

PLIKI Z PROGRAMU AEROSYS

model_3.bld

BLD

Project: Model 3 - zdjecia 319,320

1 305.210 8

model_3.txt 10 2

model_3.cal

CAL

Project: Model 3 - zdjecia 319,320

8 305.210 0.020 0.020 0 0 0 0 0 0

1 -109.9960 110.0320 0.006 0.006

2 110.0010 110.0310 0.006 0.006

3 109.9990 -109.9600 0.006 0.006

4 -109.9930 -109.9630 0.006 0.006

5 -0.0010 110.0220 0.006 0.006

6 109.9950 0.0360 0.006 0.006

7 0.0000 -109.9680 0.006 0.006

8 -109.9990 0.0360 0.006 0.006

model_3.ctl

CTL

Project: Model 3 - zdjecia 319,320

10507 -22046.90 78507.54 130.66 0.10 0.25

10510 -22007.29 77469.49 106.95 0.10 0.25

10513 -21594.48 78477.82 119.36 0.10 0.25

10517 -21565.80 77507.03 122.32 0.10 0.25

-99

model_3.txt

319 305.21 0

1 224.00 -224.00

2 10015.00 -225.00

3 10014.00 -10014.00

4 223.00 -10015.00

5 5119.00 -224.00

6 10015.00 -5119.00

7 5119.00 -10015.00

8 223.00 -5118.00

10507 4792.00 -636.50

10510 5196.33 -9723.67

10513 8762.50 -903.00

10517 9070.00 -9415.00

31901 4915.00 -2184.00

31902 6509.00 -1858.00

31903 7564.00 -1648.00

31904 8760.00 -1682.00

31905 8829.00 -3549.00

31906 5305.00 -3179.00

31907 6287.00 -3112.00

31908 7985.00 -3219.00

31909 4613.00 -4034.00

31910 6697.00 -3950.00

31911 6130.00 -5851.00

31912 6911.00 -5763.00

31913 7980.00 -5242.00

31914 8960.00 -5323.00

31915 9648.00 -6110.00

31916 6363.00 -7275.00

31917 7052.00 -7309.00

31918 7860.00 -7418.00

31919 8862.00 -6861.00

31920 7062.00 -7541.00

-99

320 305.210 0

1 223.00 -225.00

2 10015.00 -224.00

3 10015.00 -10014.00

4 224.00 -10015.00

5 5119.00 -223.00

6 10015.00 -5118.00

7 5120.00 -10015.00

8 224.00 -5118.00

10507 488.50 -690.50

10510 1018.33 -9781.67

10513 4487.00 -935.00

10517 4853.00 -9430.00

31901 610.00 -2234.00

31902 2216.00 -1900.00

31903 3276.00 -1685.00

31904 4478.00 -1711.00

31905 4578.00 -3572.00

31906 1033.00 -3227.00

31907 2035.00 -3153.00

31908 3741.00 -3249.00

31909 371.00 -4087.00

31910 2466.00 -3988.00

31911 1882.00 -5893.00

31912 2678.00 -5798.00

31913 3737.00 -5268.00

31914 4702.00 -5342.00

31915 5383.00 -6121.00

31916 2131.00 -7315.00

31917 2766.00 -7343.00

31918 3619.00 -7445.00

31919 4600.00 -6879.00

31920 2827.00 -7575.00

-99

model_3.000

File Name: MODEL_3.000

Photocoordinate Refinement by 2D-Affine

---------------------------------------

Project ID: Project: Model 3 - zdjecia 319,320

Number Of Strips: 1

Photo No.319

---------------------------------- --------------

Transformed Fiducial Coords(mm) Residuals (mm)

---------------------------------- --------------

Fiducial Xp Yp Vx Vy

-------- ---------- ---------- ------ ------

1 -109.989 110.027 -0.007 0.005

2 109.998 110.013 0.003 0.018

3 109.991 -109.949 0.008 -0.011

4 -109.996 -109.980 0.003 0.017

5 -0.007 110.031 0.006 -0.009

6 110.005 0.043 -0.010 -0.007

7 0.009 -109.976 -0.009 0.008

8 -110.004 0.057 0.005 -0.021

Photo No.320

---------------------------------- --------------

Transformed Fiducial Coords(mm) Residuals (mm)

---------------------------------- --------------

Fiducial Xp Yp Vx Vy

-------- ---------- ---------- ------ ------

1 -110.005 110.006 0.009 0.026

2 110.004 110.015 -0.003 0.016

3 109.990 -109.962 0.009 0.002

4 -109.997 -109.971 0.004 0.008

5 -0.001 110.044 0.000 -0.022

6 109.997 0.049 -0.002 -0.013

7 0.008 -109.978 -0.008 0.010

8 -109.990 0.063 -0.009 -0.027

model_3.001

File Name: MODEL_3.001

Relative Model Orientations

Project ID: Project: Model 3 - zdjecia 319,320

Number Of Photo Strips: 1

Calibrated Focal Length: 305.210 mm

Strip No.10 Model No.1 Left Photo No.319 and Right Photo No.320

Approximate photo base = 95.600 mm

After 1 Iterations .... So = 0.007683

After 2 Iterations .... So = 0.007468

After 3 Iterations .... So = 0.007468

---------------------------------- -------------------

Final Model Coordinates (mm) Standard Deviations

---------------------------------- -------------------

<---Point No---> Xp Yp Zp Sx Sy Sz

---------------- ---------- ---------- ---------- ----- ----- -----

10507 -7.537 103.271 -312.823 0.012 0.116 0.358

10510 1.816 -107.620 -317.569 0.008 0.115 0.346

10513 84.427 97.755 -314.792 0.091 0.107 0.338

10517 91.384 -99.319 -314.164 0.095 0.106 0.327

31901 -4.688 67.448 -311.901 0.010 0.075 0.351

31902 31.999 75.129 -312.763 0.035 0.081 0.338

31903 56.379 80.085 -313.260 0.060 0.086 0.335

31904 84.113 79.459 -313.830 0.090 0.086 0.335

31905 86.053 36.466 -315.088 0.091 0.040 0.335

31906 4.294 44.858 -313.795 0.009 0.050 0.348

31907 27.100 46.621 -315.209 0.030 0.051 0.342

31908 66.612 44.206 -315.734 0.071 0.048 0.336

31909 -11.765 25.263 -315.804 0.016 0.029 0.358

31910 36.744 27.261 -316.321 0.040 0.030 0.341

31911 23.375 -16.888 -314.043 0.026 0.018 0.336

31912 41.574 -14.900 -315.131 0.044 0.016 0.334

31913 66.266 -2.801 -314.627 0.070 0.006 0.331

31914 88.647 -4.672 -313.506 0.093 0.008 0.330

31915 104.224 -22.759 -312.596 0.110 0.025 0.330

31916 28.800 -49.863 -314.443 0.031 0.052 0.333

31917 44.156 -49.983 -310.271 0.046 0.052 0.321

31918 63.267 -53.028 -313.519 0.066 0.056 0.326

31919 86.050 -40.013 -312.279 0.089 0.043 0.325

31920 44.913 -55.940 -313.965 0.047 0.059 0.328

------------------------------------ ----------------------------

Photo coordinates (mm) Residuals (mm)

------------------------------------ ----------------------------

Left Photo Right Photo Left Photo Right Photo

----------------- ----------------- ------------- -------------

<---Point No---> X Y X Y Vx Vy Vx Vy

---------------- -------- -------- -------- -------- ------ ------ ------ ------

10507 -7.354 100.762 -104.041 99.546 0.000 0.005 0.000 -0.005

10510 1.746 -103.430 -92.149 -104.729 0.000 0.002 0.000 -0.002

10513 81.857 94.777 -14.202 94.047 0.000 -0.003 0.000 0.003

10517 88.780 -96.490 -5.991 -96.833 0.000 -0.002 0.000 0.002

31901 -4.587 65.989 -101.313 64.865 0.000 -0.012 0.000 0.012

31902 31.226 73.316 -65.228 72.367 0.000 0.001 0.000 -0.001

31903 54.930 78.035 -41.412 77.196 0.000 0.008 0.000 -0.008

31904 81.802 77.272 -14.405 76.610 0.000 -0.004 0.000 0.004

31905 83.356 35.320 -12.161 34.794 0.000 -0.002 0.000 0.002

31906 4.177 43.631 -91.810 42.552 0.000 0.001 0.000 -0.001

31907 26.240 45.138 -69.297 44.213 0.000 -0.004 0.000 0.004

31908 64.392 42.735 -30.966 42.053 0.000 0.003 0.000 -0.003

31909 -11.370 24.419 -106.686 23.229 0.000 0.003 0.000 -0.003

31910 35.454 26.308 -59.614 25.450 0.000 0.004 0.000 -0.004

31911 22.717 -16.409 -72.739 -17.353 0.000 0.005 0.000 -0.005

31912 40.265 -14.431 -54.854 -15.220 0.000 0.000 0.000 0.000

31913 64.283 -2.723 -31.059 -3.313 0.000 -0.005 0.000 0.005

31914 86.302 -4.542 -9.377 -4.977 0.000 0.006 0.000 -0.006

31915 101.761 -22.225 5.922 -22.482 0.000 -0.005 0.000 0.005

31916 27.955 -48.406 -67.146 -49.306 0.000 -0.007 0.000 0.007

31917 43.435 -49.170 -52.879 -49.936 0.000 -0.002 0.000 0.002

31918 61.590 -51.618 -33.713 -52.229 0.000 0.004 0.000 -0.004

31919 84.102 -39.101 -11.671 -39.512 0.000 0.006 0.000 -0.006

31920 43.660 -54.383 -51.509 -55.149 0.000 -0.003 0.000 0.003

-----------------------------------------------------------------------

RMS Vx = 0.0 µm RMS Vy = 4.7 µm

--------------------------------------------------

Relative Orientation Parameters

--------------------------------------------------

Parameter Final Value Standard Deviation

----------- -------------- ------------------

OMEGA (dms) 0 13 6 0 0 41

PHI (dms) 0 -29 57 0 1 6

KAPPA (dms) 0 -27 2 0 0 14

YL (mm) -0.830 0.064

ZL (mm) 0.625 0.021

Model_3.002

File Name: MODEL_3.002

Strip Formation by 3D Conformal Transformation of Adjoining Models

------------------------------------------------------------------

Project ID: Project: Model 3 - zdjecia 319,320

Number Of Strips: 1

------------------------------------------------------

Initial Model Coordinates (mm)

------------------------------------------------------

<---Point No---> Xp Yp Zp

---------------- ---------- ---------- ----------

10507 -7.537 103.271 -312.823

10510 1.816 -107.620 -317.569

10513 84.427 97.755 -314.792

10517 91.384 -99.319 -314.164

31901 -4.688 67.448 -311.901

31902 31.999 75.129 -312.763

31903 56.379 80.085 -313.260

31904 84.113 79.459 -313.830

31905 86.053 36.466 -315.088

31906 4.294 44.858 -313.795

31907 27.100 46.621 -315.209

31908 66.612 44.206 -315.734

31909 -11.765 25.263 -315.804

31910 36.744 27.261 -316.321

31911 23.375 -16.888 -314.043

31912 41.574 -14.900 -315.131

31913 66.266 -2.801 -314.627

31914 88.647 -4.672 -313.506

31915 104.224 -22.759 -312.596

31916 28.800 -49.863 -314.443

31917 44.156 -49.983 -310.271

31918 63.267 -53.028 -313.519

31919 86.050 -40.013 -312.279

31920 44.913 -55.940 -313.965

model_3.003

File Name: MODEL_3.003

Block Formation by 3D Conformal Transformation of Adjoining Strips

------------------------------------------------------------------

Project ID: Project: Model 3 - zdjecia 319,320

Number Of Strips: 1

------------------------------------------------------

Initial Strip Model Coordinates (mm)

------------------------------------------------------

<---Point No---> Xp Yp Zp

---------------- ---------- ---------- ----------

10507 -7.537 103.271 -312.823

10510 1.816 -107.620 -317.569

10513 84.427 97.755 -314.792

10517 91.384 -99.319 -314.164

31901 -4.688 67.448 -311.901

31902 31.999 75.129 -312.763

31903 56.379 80.085 -313.260

31904 84.113 79.459 -313.830

31905 86.053 36.466 -315.088

31906 4.294 44.858 -313.795

31907 27.100 46.621 -315.209

31908 66.612 44.206 -315.734

31909 -11.765 25.263 -315.804

31910 36.744 27.261 -316.321

31911 23.375 -16.888 -314.043

31912 41.574 -14.900 -315.131

31913 66.266 -2.801 -314.627

31914 88.647 -4.672 -313.506

31915 104.224 -22.759 -312.596

31916 28.800 -49.863 -314.443

31917 44.156 -49.983 -310.271

31918 63.267 -53.028 -313.519

31919 86.050 -40.013 -312.279

31920 44.913 -55.940 -313.965

Total Number of Model Points = 24

Model_3.004

File Name: MODEL_3.004

Project Id: Project: Model 3 - zdjecia 319,320

!!! Control Point No.10517 removed from adjustment !!!

-------------------------------------------------------------------------

2D Transformation for Strip No.1

-------------------------------------------------------------------------

Transformed Control Coordinates Residuals

-------------------------------------------------------------------------

<---Point No---> Xp Yp Vx Vy

---------------- --------------- -------------- -------- --------

10513 -21594.480 78477.820 0.00 0.00

10510 -22007.290 77469.490 0.00 0.00

10507 -22046.900 78507.540 0.00 0.00

Root Mean Square Residuals: 0.00 0.00

After 1 Iterations .... So = 0.090777

!!! Control Point No.10507 removed from adjustment !!!

------------------------------------------------------------

3D Transformation Coefficients for Strip No.1

------------------------------------------------------------

Scale = 4.92148 ± 0.00049

OMEGA = 0 0 42 ± 0 0 25

PHI = 0 12 13 ± 0 0 58

Kappa = 0 -20 52 ± 0 0 21

Tx = -22007.428 ± 0.439

Ty = 77998.852 ± 0.193

Tz = 1669.989 ± 0.167

-------------------------------------------------------------- ----------------------------

Transformed Model Control Coordinates Residuals

-------------------------------------------------------------- ----------------------------

<---Point No---> Xp Yp Zp Vx Vy Vz

---------------- -------------- -------------- ---------- -------- -------- --------

10513 -21594.514 78477.742 119.369 -0.03 -0.08 0.00

10510 -22007.254 77469.480 106.959 0.04 -0.01 0.00

Root Mean Square Transformation Residuals: 0.034 0.056 0.001

Model_3.005

File Name: MODEL_3.005

Space Resections for Aerial Photographs

---------------------------------------

Project ID: Project: Model 3 - zdjecia 319,320

Number Of Strips: 1

After 1 Iterations .... So = 0.15426

After 2 Iterations .... So = 0.01635

After 3 Iterations .... So = 0.01633

After 4 Iterations .... So = 0.01260

After 5 Iterations .... So = 0.00545

Photo No.319

-------------------------------------------------------------------------------------------------------

| Standardized Res | Residuals | Ground Coordinates

-----------------|--------------------|--------------------|-------------------------------------------

<---Point No---> | Wx Wy | Vx Vy | Xg Yg Zg

---------------- | -------- -------- | -------- -------- | -------------- -------------- ----------

10507 -0.09 2.80 -0.001 0.015 -22046.900 78507.540 130.660

10510 0.95 0.63 0.005 0.003 -22007.290 77469.490 106.950

10513 -0.71 -2.79 -0.004 -0.015 -21594.480 78477.820 119.360

10517 Point Eliminated from Space Resection Solution!!!

31901 -0.19 -2.77 -0.001 -0.015 -22033.936 78331.244 135.128

31902 -0.36 -0.11 -0.002 -0.001 -21853.171 78367.954 130.249

31903 -0.15 1.48 -0.001 0.008 -21733.051 78391.618 127.385

31904 0.37 -0.18 0.002 -0.001 -21596.591 78387.705 124.090

31905 0.56 -0.06 0.003 0.000 -21588.346 78176.063 117.826

31906 -0.23 -0.01 -0.001 0.000 -21990.439 78219.803 125.629

31907 -0.23 -0.84 -0.001 -0.005 -21878.175 78227.801 118.273

31908 0.17 0.70 0.001 0.004 -21683.804 78214.736 114.995

31909 0.09 0.48 0.000 0.003 -22070.091 78123.854 116.004

31910 -0.14 0.84 -0.001 0.005 -21831.310 78132.239 112.615

31911 -0.39 1.20 -0.002 0.007 -21898.386 77915.357 124.017

31912 -0.22 0.19 -0.001 0.001 -21808.782 77924.602 118.348

31913 0.08 -0.92 0.000 -0.005 -21686.891 77983.407 120.406

31914 0.58 1.14 0.003 0.006 -21576.781 77973.531 125.532

31915 1.08 -1.15 0.006 -0.006 -21500.648 77884.052 129.720

31916 -0.43 -1.02 -0.002 -0.006 -21872.676 77752.914 121.926

31917 -0.60 -0.22 -0.003 -0.001 -21797.038 77751.862 142.191

31918 -0.04 0.57 0.000 0.003 -21703.133 77736.309 125.865

31919 0.48 0.75 0.003 0.004 -21590.598 77799.678 131.585

31920 -0.32 -0.51 -0.002 -0.003 -21793.554 77722.528 123.992

Root Mean Square Residuals: 0.002 0.007

Max Wx: 31915 1.08 -1.15

Max Wy: 10507 -0.09 2.80

--------------------------------------------------------------------

Camera Station Parameters determined by Space Resection

--------------------------------------------------------------------

Parameter Initial Approx Final Value Standard Deviation

----------- -------------- -------------- ------------------

OMEGA (dms) 0 0 0 0 0 25 0 0 22

PHI (dms) 0 0 0 0 10 49 0 0 30

KAPPA (dms) 359 48 55 359 39 5 0 0 4

XL -22012.789 -22008.058 0.224

YL 77998.359 77998.992 0.172

ZL 1668.388 1669.900 0.043

After 1 Iterations .... So = 0.14361

After 2 Iterations .... So = 0.01892

After 3 Iterations .... So = 0.01869

After 4 Iterations .... So = 0.01186

After 5 Iterations .... So = 0.00454

Photo No.320

-------------------------------------------------------------------------------------------------------

| Standardized Res | Residuals | Ground Coordinates

-----------------|--------------------|--------------------|-------------------------------------------

<---Point No---> | Wx Wy | Vx Vy | Xg Yg Zg

---------------- | -------- -------- | -------- -------- | -------------- -------------- ----------

10507 0.45 2.08 0.002 0.009 -22046.900 78507.540 130.660

10510 1.65 -1.12 0.007 -0.005 -22007.290 77469.490 106.950

10513 -1.61 -1.96 -0.007 -0.009 -21594.480 78477.820 119.360

10517 Point Eliminated from Space Resection Solution!!!

31901 0.59 2.09 0.003 0.009 -22033.936 78331.244 135.128

31902 -0.03 -0.20 0.000 -0.001 -21853.171 78367.954 130.249

31903 -0.21 -1.48 -0.001 -0.007 -21733.051 78391.618 127.385

31904 -0.20 1.43 -0.001 0.007 -21596.591 78387.705 124.090

31905 -0.09 0.94 0.000 0.004 -21588.346 78176.063 117.826

31906 0.39 -0.43 0.002 -0.002 -21990.439 78219.803 125.629

31907 0.10 0.91 0.000 0.004 -21878.175 78227.801 118.273

31908 -0.12 -0.22 -0.001 -0.001 -21683.804 78214.736 114.995

31909 0.80 -0.76 0.004 -0.003 -22070.091 78123.854 116.004

31910 0.04 -0.85 0.000 -0.004 -21831.310 78132.239 112.615

31911 0.00 -0.97 0.000 -0.004 -21898.386 77915.357 124.017

31912 -0.10 -0.03 0.000 0.000 -21808.782 77924.602 118.348

31913 -0.17 1.31 -0.001 0.006 -21686.891 77983.407 120.406

31914 -0.11 -1.22 -0.001 -0.006 -21576.781 77973.531 125.532

31915 0.06 0.90 0.000 0.004 -21500.648 77884.052 129.720

31916 -0.10 1.44 0.000 0.007 -21872.676 77752.914 121.926

31917 -0.42 0.27 -0.002 0.001 -21797.038 77751.862 142.191

31918 -0.25 -1.28 -0.001 -0.006 -21703.133 77736.309 125.865

31919 -0.16 -1.61 -0.001 -0.007 -21590.598 77799.678 131.585

31920 -0.22 0.43 -0.001 0.002 -21793.554 77722.528 123.992

Root Mean Square Residuals: 0.003 0.005

Max Wx: 10510 1.65 -1.12

Max Wy: 31901 0.59 2.09

--------------------------------------------------------------------

Camera Station Parameters determined by Space Resection

--------------------------------------------------------------------

Parameter Initial Approx Final Value Standard Deviation

----------- -------------- -------------- ------------------

OMEGA (dms) 0 0 0 0 13 23 0 0 14

PHI (dms) 0 0 0 0 -18 38 0 0 23

KAPPA (dms) 359 22 7 359 12 5 0 0 3

XL -21528.949 -21537.329 0.174

YL 77998.812 77992.023 0.113

ZL 1669.204 1671.479 0.047

Model_3.006

File Name: MODEL_3.006

Space Intersections from Aerial Photographs

-------------------------------------------

Project ID: Project: Model 3 - zdjecia 319,320

No additional object points were found in the data.

Model_3.007

PROJECT: Project: Model 3 - zdjecia 319,320

===========================================

--------------------------------------------------------------------------------------------------------

Standardized Photocoordinate Residuals: Wi = Vi / (sqrt(1/WT - A(N**-1)AT) * SigmaO)

--------------------------------------------------------------------------------------------------------

Points| (Pht No., Wx, Wy) ..............................................................................

--------------------------------------------------------------------------------------------------------

10507 320 0.50 -0.22 319 -0.52 0.43

10510 320 0.90 -1.13 319 -0.55 0.04

10513 320 -0.09 0.34 319 0.51 -0.43

10517 320 -1.31 0.68 319 0.55 0.29

31901 320 0.00 1.14 319 -0.01 -1.14

31902 320 0.00 0.00 319 0.00 0.00

31903 320 0.00 -0.65 319 0.00 0.65

31904 320 0.00 0.44 319 0.00 -0.44

31905 320 0.00 0.29 319 0.00 -0.29

31906 320 0.00 -0.11 319 0.00 0.11

31907 320 0.00 0.42 319 0.00 -0.42

31908 320 0.00 -0.18 319 0.00 0.18

31909 320 0.00 -0.33 319 0.00 0.33

31910 320 0.00 -0.39 319 0.00 0.39

31911 320 0.00 -0.55 319 0.00 0.55

31912 320 0.00 -0.07 319 0.00 0.07

31913 320 0.00 0.54 319 0.00 -0.54

31914 320 0.00 -0.52 319 0.00 0.52

31915 320 0.00 0.53 319 0.00 -0.53

31916 320 0.00 0.51 319 0.00 -0.51

31917 320 0.00 0.07 319 0.00 -0.07

31918 320 0.00 -0.46 319 0.00 0.46

31919 320 0.00 -0.55 319 0.01 0.55

31920 320 0.00 0.17 319 0.00 -0.17

---------------------------------------------------------------------------------

* Denotes that Critical Value of 3.29 exceeded, ie. possible gross error

Maximum Standardized Residual = -1.31 from Point No.10517 on Photo No.320

----------------------------------------------------------------------

0 posible blunders/outlyers detected

----------------------------------------------------------------------

<----------------------------------------------->

< Ten Largest Photocoordinate Residuals >

< PointNo, PhotoNo, Vx, Vy >

-------------------------------------------------

31903 319 0.000 0.007

31911 319 0.000 0.006

10510 320 0.009 -0.012

10510 319 -0.006 0.000

31903 320 0.000 -0.007

31919 320 0.000 -0.006

10517 320 -0.014 0.007

10517 319 0.006 0.003

31901 320 0.000 0.012

31901 319 0.000 -0.012

--------------------------------------------------

--------------------------------------------

Distribution of Standardized Residuals in X

---------------------------------------------

Blunder | 0|

-3.50 | 0|

-3.25 | 0|

-3.00 | 0|

-2.75 | 0|

-2.50 | 0|

-2.25 | 0|

-2.00 | 0|

-1.75 | 0|

-1.50 | 0|

-1.25 | 1|·

-1.00 | 0|

-0.75 | 0|

-0.50 | 2|:

-0.25 | 0|

0.00 | 41|::::::::::::::::::::·

0.25 | 0|

0.50 | 3|:·

0.75 | 0|

1.00 | 1|·

1.25 | 0|

1.50 | 0|

1.75 | 0|

2.00 | 0|

2.25 | 0|

2.50 | 0|

2.75 | 0|

3.00 | 0|

3.25 | 0|

3.50 | 0|

Blunder | 0|

--------------------------------------------

Distribution of Standardized Residuals in Y

---------------------------------------------

Blunder | 0|

-3.50 | 0|

-3.25 | 0|

-3.00 | 0|

-2.75 | 0|

-2.50 | 0|

-2.25 | 0|

-2.00 | 0|

-1.75 | 0|

-1.50 | 0|

-1.25 | 2|:

-1.00 | 0|

-0.75 | 1|·

-0.50 | 11|:::::·

-0.25 | 5|::·

0.00 | 9|::::·

0.25 | 6|:::

0.50 | 11|:::::·

0.75 | 2|:

1.00 | 0|

1.25 | 1|·

1.50 | 0|

1.75 | 0|

2.00 | 0|

2.25 | 0|

2.50 | 0|

2.75 | 0|

3.00 | 0|

3.25 | 0|

3.50 | 0|

Blunder | 0|

------------------------------------------------------

--- Root Mean Square Image Coordinate Errors ---

--- ---

--- RMS Vx = 1.1 micrometers ---

--- RMS Vy = 4.2 micrometers ---

--- ---

--- RMS Vxy = 4.9 micrometers ---

------------------------------------------------------

-----------------------------------------------------------------------------------------------------------------------

-------------------------------------- Adjusted Control Points ------------------------------------------------------

-----------------------------------------------------------------------------------------------------------------------

<---------- Object Space or Ground Control Units ----------------> <-- Unitless Statistics ->

No. <--- Point ID ---><----- Xg -----><----- Yg -----><---- Zg ----> <Res X> <Res Y> <Res Z> <Std Vx> <Std Vy> <Std Vz>

-----------------------------------------------------------------------------------------------------------------------

1 10507 -22046.903 78507.580 130.559 -0.003 0.040 -0.101 -0.05 0.72 -1.08

2 10510 -22007.227 77469.283 107.069 0.063 -0.207 0.119 1.04 -3.77* 1.27

3 10513 -21594.400 78477.801 119.491 0.080 -0.019 0.131 1.27 -0.33 1.30

4 10517 -21565.941 77507.216 122.171 -0.141 0.186 -0.149 -2.23 3.36* -1.49

----------------------------------------------------------------------------------------------------

* Denote that critical value of 3.29 exceeded, i.e. possible gross error!

Maximum Standardized Residual = -3.77 from Control Point No. 10510

----------------------------------------------------------------------------------------------------

--------------------------------------------------------------------------

--------------- Control Point Root Mean Square Errors ------------------

--------------------------------------------------------------------------

--- Axis --- 3D Control --- Horizontal Control --- Vertical Control ---

--------------------------------------------------------------------------

RMS Vx 0.072 0.072

RMS Vy 0.113 0.113

RMS Vz 0.125 0.125

RMS Vs 0.197

--------------------------------------------------------------------------

-------------------------------------------------------------------------------------------------

---------- Final Adjusted Exterior Orientations and Standard Errors ---------------------------

-------------------------------------------------------------------------------------------------

<PhtNo><----Omega----><-----Phi-----><----Kappa----><------So-----><------Sp-----><------Sk----->

<PhtNo><------X------><------Y------><------Z------><------Sx-----><------Sy-----><------Sz----->

-------------------------------------------------------------------------------------------------

319 -0° 0' 1" 0° 7' 43" 359° 39' 6" 0° 1' 35" 0° 2' 38" 0° 0' 22"

319 -22009.465 77999.059 1670.234 1.200 0.775 0.259

320 0° 12' 49" -0° 21' 52" 359° 12' 11" 0° 1' 30" 0° 2' 34" 0° 0' 22"

320 -21538.646 77992.162 1672.276 1.168 0.732 0.291

-------------------------------------------------------------------------

-- Mean Standard Deviations for the Elements of Exterior Orientation --

-------------------------------------------------------------------------

Omega 0° 1' 33"

Phi 0° 2' 36"

Kappa 0° 0' 22"

XL 1.184

YL 0.754

ZL 0.275

-------------------------------------------------------------------------

---------------------------------------------------------------------------------------------------------------------------------------------

----------------------- Final Adjusted Object Space Coordinates, Standard Errors, and Residuals -----------------------------------------

---------------------------------------------------------------------------------------------------------------------------------------------

<No> <----Point ID----><------Xg------><------Yg------><----Zg----><---Sx---><---Sy---><---Sz---><---Vx---><---Vy---><---Vz---><---Vs--->

---------------------------------------------------------------------------------------------------------------------------------------------

<CONTROL POINTS> <3D>

1 10507 -22046.900 78507.540 130.660 0.081 0.084 0.233 -0.003 0.040 -0.101 0.109

2 10510 -22007.290 77469.490 106.950 0.080 0.084 0.234 0.063 -0.207 0.119 0.247

3 10513 -21594.480 78477.820 119.360 0.078 0.083 0.230 0.080 -0.019 0.131 0.155

4 10517 -21565.800 77507.030 122.320 0.078 0.084 0.231 -0.141 0.186 -0.149 0.277

<CONTROL POINTS> <Horizontal>

<CONTROL POINTS> <Vertical>

<PASS POINTS>

5 31901 -22033.972 78331.219 134.867 0.094 0.108 0.361

6 31902 -21853.150 78367.946 130.179 0.079 0.110 0.334

7 31903 -21732.989 78391.619 127.452 0.079 0.114 0.342

8 31904 -21596.482 78387.706 124.324 0.088 0.115 0.370

9 31905 -21588.221 78176.002 118.086 0.080 0.095 0.350

10 31906 -21990.453 78219.747 125.425 0.084 0.096 0.340

11 31907 -21878.146 78227.750 118.189 0.074 0.095 0.322

12 31908 -21683.708 78214.685 115.136 0.073 0.095 0.330

13 31909 -22070.114 78123.766 115.730 0.091 0.091 0.364

14 31910 -21831.259 78132.158 112.591 0.069 0.088 0.313

15 31911 -21898.371 77915.208 123.938 0.073 0.089 0.317

16 31912 -21808.729 77924.455 118.367 0.068 0.088 0.310

17 31913 -21686.799 77983.282 120.560 0.070 0.088 0.318

18 31914 -21576.656 77973.405 125.821 0.080 0.092 0.344

19 31915 -21500.498 77883.895 130.111 0.090 0.097 0.374

20 31916 -21872.650 77752.706 121.889 0.075 0.097 0.324

21 31917 -21797.011 77751.656 142.236 0.076 0.100 0.321

22 31918 -21703.050 77736.094 126.020 0.074 0.099 0.327

23 31919 -21590.480 77799.489 131.869 0.082 0.098 0.344

24 31920 -21793.502 77722.308 124.045 0.073 0.099 0.323

------------------------------------------------------------------------

--- Mean Standard Deviations ---

------------------------------------------------------------------------

--- (including Control Points) ---------- (excluding Control Points) ---

--- ---

--- 0.079 Sx 0.079 ---

--- 0.095 Sy 0.098 ---

--- 0.319 Sz 0.336 ---

--- ---

--- 0.342 Spherical 0.359 ---

------------------------------------------------------------------------

System Memory Storage Summary

-----------------------------

No. of Cameras = 1 ====> 0.0 Kbytes

No. of Photos = 2 ====> 0.4 Kbytes

No. of Points = 24 ====> 2.3 Kbytes

No. of Photo Coordinates = 48 ====> 1.9 Kbytes

------------------

Total Data Storage Required ==========> 4.6 Kbytes

Total Storage Normals Envelope =======> 0.00 Mbytes

System Computing Time Summary

-----------------------------

Number of Iterations: 17

Forming & Solving Normal Equations: 0 Hrs 0 Min 0.82 Sec

Per Iteration: 0 Hrs 0 Min 0.05 Sec

Cholesky Solution Per Iteration: 0 Hrs 0 Min 0.05 Sec

Forming Normal Eqns Per Iteration: 0 Hrs 0 Min 0.00 Sec

Normal Equations Inverse: 0 Hrs 0 Min 0.11 Sec

Statistics: 0 Hrs 0 Min 0.11 Sec

Total Computing Time: 0 Hrs 0 Min 1.04 Sec



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