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Solution OPUS vs. Static Solution (Broadcast Ephemeris) All coordinates in NAD 83 Point Obs Time min OPUS (X) m OPUS (Y) m OPUS (Z) m X error mm Y error mm Z error mm P1 149 309761.743 -4898908.541 4059215.521 21 20 P2 153 316984.859 -4898156.93 4059527.77 2 29 P3 90 325588.364 -4897435.981 4059678.231 66 129 P4 151 310021.605 -4903569.668 4053561.081 1 20 P5 91 316178.516 -4901731.606 4055288.979 75 46 P6 146 323188.224 -4902611.843 4053651.889 26 29 P7 150 311357.781 -4906250.497 4050225.906 11 13 P8 150 316521.063 -4908894.276 4046665.358 21 22 P9 150 325700.539 -4908538.669 4046312.146 13 23 OPUS Solution vs. Static Solution (Precise Ephemeris) All coordinates in NAD 83 Point Obs Time min OPUS (X) m OPUS (Y) m OPUS (Z) m X error mm Y error mm Z error mm P1 149 309761.743 -4898908.541 4059215.521 21 20 P2 153 316984.859 -4898156.93 4059527.77 2 29 P3 90 325588.364 -4897435.981 4059678.231 66 129 P4 151 310021.605 -4903569.668 4053561.081 1 20 P5 91 316178.516 -4901731.606 4055288.979 75 46 P6 146 323188.224 -4902611.843 4053651.889 26 29 P7 150 311357.781 -4906250.497 4050225.906 11 13 P8 150 316521.063 -4908894.276 4046665.358 21 22 P9 150 325700.539 -4908538.669 4046312.146 13 23 9 8 85 16 34 32 11 11 29 Broadcast (X) m DX m Broadcast (Y) m DY m Broadcast (Z) m 309761.744 0.001 -4898908.594 0.051 4059215.574 316984.871 -0.012 -4898156.995 0.065 4059527.823 325588.319 0.045 -4897436.024 0.043 4059678.255 310021.609 -0.004 -4903569.697 0.029 4053561.121 316178.487 0.029 -4901731.667 0.061 4055289.024 323188.198 0.026 -4902611.829 -0.014 4053651.876 311357.788 -0.007 -4906250.551 0.054 4050225.951 316521.062 0.001 -4908894.308 0.032 4046665.399 325700.540 -0.001 -4908538.719 0.050 4046312.176 DZ m Sigma X mm Sigma Y mm Sigma Z mm Point 3.0 7.5 5.6 -0.053 2.8 6.9 5.2 -0.053 3.1 7.9 5.4 -0.024 2.9 7.1 5.4 -0.040 2.8 7.0 5.3 -0.045 3.0 7.4 5.4 0.013 2.8 7 5.1 -0.045 2.9 7.1 5.2 -0.041 3.4 10.1 6.6 -0.030 P1 P2 P3 P4 P5 P6 P7 P8 P9 9 8 85 16 34 32 11 11 29 Precise (X) m DX m Precise (Y) m DY m Precise (Z) m 309761.742 0.001 -4898908.592 0.051 4059215.572 316984.870 -0.011 -4898156.996 0.066 4059527.821 325588.317 0.047 -4897436.022 0.041 4059678.253 310021.608 -0.003 -4903569.694 0.026 4053561.118 316178.486 0.030 -4901731.666 0.060 4055289.021 323188.197 0.027 -4902611.827 -0.016 4053651.873 311357.786 -0.005 -4906250.550 0.053 4050225.947 316521.061 0.002 -4908894.306 0.030 4046665.395 325700.542 -0.003 -4908538.714 0.045 4046312.172 DZ m Sigma X mm Sigma Y mm Sigma Z mm Point 2.6 6.6 4.9 -0.051 2.4 6.1 4.5 -0.051 2.7 6.8 4.8 -0.022 2.5 6.3 4.7 -0.037 2.4 6.2 4.7 -0.042 2.5 6.5 4.8 0.016 2.4 6.1 4.5 -0.041 2.4 6.3 4.5 -0.037 2.9 8.8 5.8 -0.026 P1 P2 P3 P4 P5 P6 P7 P8 P9 Static-Precise Solution vs. Static-Precise Solution (Remove 1st of 30min Obs) All coordinates in NAD 83 Point Obs Time min Precise (X) m Precise (Y) m Precise (Z) m Sigma X mm Sigma Y mm Sigma Z mm 2.6 6.6 4.9 P1 119 309761.742 -4898908.592 4059215.572 2.4 6.1 4.5 P2 123 316984.870 -4898156.996 4059527.821 2.7 6.8 4.8 P3 60 325588.317 -4897436.022 4059678.253 2.5 6.3 4.7 P4 121 310021.608 -4903569.694 4053561.118 2.4 6.2 4.7 P5 61 316178.486 -4901731.666 4055289.021 2.5 6.5 4.8 P6 116 323188.197 -4902611.827 4053651.873 2.4 6.1 4.5 P7 120 311357.786 -4906250.550 4050225.947 2.4 6.3 4.5 P8 120 316521.061 -4908894.306 4046665.395 2.9 8.8 5.8 P9 120 325700.542 -4908538.714 4046312.172 Static-Precise Solution vs. Static-Precise Solution (Remove Last 30min of Obs) All coordinates in NAD 83 Point Obs Time min Precise (X) m Precise (Y) m Precise (Z) m Sigma X mm Sigma Y mm Sigma Z mm 2.6 6.6 4.9 P1 119 309761.742 -4898908.592 4059215.572 2.4 6.1 4.5 P2 123 316984.870 -4898156.996 4059527.821 2.7 6.8 4.8 P3 60 325588.317 -4897436.022 4059678.253 2.5 6.3 4.7 P4 121 310021.608 -4903569.694 4053561.118 2.4 6.2 4.7 P5 61 316178.486 -4901731.666 4055289.021 2.5 6.5 4.8 P6 116 323188.197 -4902611.827 4053651.873 2.4 6.1 4.5 P7 120 311357.786 -4906250.550 4050225.947 2.4 6.3 4.5 P8 120 316521.061 -4908894.306 4046665.395 2.9 8.8 5.8 P9 120 325700.542 -4908538.714 4046312.172 Precise (X) m DX m Precise (Y) m DY m Precise (Z) m 309761.745 -0.003 -4898908.596 0.004 4059215.571 316984.870 0.000 -4898156.987 -0.009 4059527.819 325588.335 -0.018 -4897436.051 0.028 4059678.265 310021.610 -0.002 -4903569.691 -0.003 4053561.112 316178.487 -0.002 -4901731.681 0.015 4055289.025 323188.198 -0.001 -4902611.826 -0.002 4053651.873 311357.785 0.001 -4906250.543 -0.008 4050225.942 316521.066 -0.005 -4908894.313 0.007 4046665.396 325700.541 0.000 -4908538.702 -0.012 4046312.165 DZ m Sigma X mm Sigma Y mm Sigma Z mm Point 2.9 7.5 5.5 0.001 2.5 6.0 4.5 0.001 3.0 5.9 4.4 -0.012 2.9 7.5 5.4 0.006 2.6 6.5 4.7 -0.004 2.5 6.1 4.4 0.000 2.5 6.1 4.6 0.005 2.7 7.3 4.8 -0.001 6.5 14.6 12.0 0.007 P1 P2 P3 P4 P5 P6 P7 P8 P9 Precise (X) m DX m Precise (Y) m DY m Precise (Z) m 309761.749 -0.007 -4898908.617 0.024 4059215.579 316984.872 -0.002 -4898157.013 0.017 4059527.829 325588.311 0.007 -4897436.024 0.002 4059678.254 310021.613 -0.005 -4903569.715 0.020 4053561.124 316178.487 -0.001 -4901731.666 0.000 4055289.022 323188.195 0.002 -4902611.840 0.013 4053651.880 311357.783 0.003 -4906250.552 0.002 4050225.948 316521.069 -0.008 -4908894.333 0.027 4046665.406 325700.540 0.001 -4908538.696 -0.018 4046312.159 DZ m Sigma X mm Sigma Y mm Sigma Z mm Point 2.8 7.5 5.4 -0.007 2.4 5.9 4.3 -0.009 2.7 6.6 4.6 -0.002 2.8 7.3 5.3 -0.007 2.3 5.5 4.1 -0.002 2.3 5.7 4.3 -0.007 2.4 5.7 4.4 -0.002 2.6 6.9 4.8 -0.010 6.8 13.9 13.0 0.014 P1 P2 P3 P4 P5 P6 P7 P8 P9
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Purdue >> COM >> 590d (Fall, 2008)
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Purdue >> GRAD >> 590d (Fall, 2008)
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Purdue >> COM >> 590d (Fall, 2008)
Atmospheric Refraction from the successive application of Snells Law n1 n2 n3 n1 sin 1 = n2 sin 2 2 1 Zc Z Zg dX dX dX = (Z Z g ) tan 1 (Z Z g ) tan 2 ...
Purdue >> GRAD >> 590d (Fall, 2008)
Atmospheric Refraction from the successive application of Snells Law n1 n2 n3 n1 sin 1 = n2 sin 2 2 1 Zc Z Zg dX dX dX = (Z Z g ) tan 1 (Z Z g ) tan 2 ...
Purdue >> COM >> 590d (Fall, 2008)
Algorithm Description for Image Resection with Physical Sensor Model for Satellite Camera Create a function which evaluates 2D misclosure vector given a corresponding image point and GCP coordinates Select a subset of the total parameter set Read in ...
Purdue >> GRAD >> 590d (Fall, 2008)
Algorithm Description for Image Resection with Physical Sensor Model for Satellite Camera Create a function which evaluates 2D misclosure vector given a corresponding image point and GCP coordinates Select a subset of the total parameter set Read in ...
Purdue >> COM >> 590d (Fall, 2008)
Digital Globe QuickBird (0.6m) Scene (Basic imagery) acquired Oct. 6, 2006 (Saturday) North Campus with new Armstrong Building Tennis Courts behind Corec Building How can we see 5cm lines in a 60cm pixel? The Feast of the Hunters Moon Re-enacting...
Purdue >> GRAD >> 590d (Fall, 2008)
Digital Globe QuickBird (0.6m) Scene (Basic imagery) acquired Oct. 6, 2006 (Saturday) North Campus with new Armstrong Building Tennis Courts behind Corec Building How can we see 5cm lines in a 60cm pixel? The Feast of the Hunters Moon Re-enacting...
Purdue >> COM >> 590d (Fall, 2008)
Homework 5 Stereo Data Collection Access the data by map network drive to: \\geomatics.ecn.purdue.edu\\data Then find the blockfile defining the stereo model as Share\\bethel\\ce503\\purdue1\\blockfile403.blk Open in Erdas Imagine / Stereo Analyst. Collec...
Purdue >> GRAD >> 590d (Fall, 2008)
Homework 5 Stereo Data Collection Access the data by map network drive to: \\geomatics.ecn.purdue.edu\\data Then find the blockfile defining the stereo model as Share\\bethel\\ce503\\purdue1\\blockfile403.blk Open in Erdas Imagine / Stereo Analyst. Collec...
Purdue >> COM >> 590d (Fall, 2008)
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Purdue >> GRAD >> 590d (Fall, 2008)
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Purdue >> COM >> 590d (Fall, 2008)
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Purdue >> GRAD >> 590d (Fall, 2008)
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Purdue >> COM >> 590d (Fall, 2008)
CE 603 Photogrammetry II Solutions to question #1 at 6 altitudes D too big for all alt (m) 400000 500000 600000 700000 800000 900000 a (m) 6.767E+06 6.867E+06 6.967E+06 7.067E+06 7.167E+06 7.267E+06 n (Rad/s) 0.0011342 0.0011095 0.0010857 0.0010627 ...
Purdue >> GRAD >> 590d (Fall, 2008)
CE 603 Photogrammetry II Solutions to question #1 at 6 altitudes D too big for all alt (m) 400000 500000 600000 700000 800000 900000 a (m) 6.767E+06 6.867E+06 6.967E+06 7.067E+06 7.167E+06 7.267E+06 n (Rad/s) 0.0011342 0.0011095 0.0010857 0.0010627 ...
Purdue >> COM >> 590d (Fall, 2008)
Terrestrial/Close-range Block Handheld, Ricoh 35mm, f~50mm chme01 chme02 chme03 chme04 chme05 chme06 Issues: sufficient CP/PP to connect each photo to block, gimbal lock, ray intersection angle CE 603 Photogrammetry II Spring 2003 Purdue Un...
Purdue >> GRAD >> 590d (Fall, 2008)
Terrestrial/Close-range Block Handheld, Ricoh 35mm, f~50mm chme01 chme02 chme03 chme04 chme05 chme06 Issues: sufficient CP/PP to connect each photo to block, gimbal lock, ray intersection angle CE 603 Photogrammetry II Spring 2003 Purdue Un...
Purdue >> COM >> 590d (Fall, 2008)
Homework 3. (a) estimate the rotation matrix, and extract omega-phi-kappa, for each of 4 images 1 3 2 4 CE 503 Photogrammetry I Fall 2002 Purdue University (a) continued, use campus map for reference, approximate center of each image is indi...
Purdue >> GRAD >> 590d (Fall, 2008)
Homework 3. (a) estimate the rotation matrix, and extract omega-phi-kappa, for each of 4 images 1 3 2 4 CE 503 Photogrammetry I Fall 2002 Purdue University (a) continued, use campus map for reference, approximate center of each image is indi...
Purdue >> COM >> 590d (Fall, 2008)
Grad 590D homework 3 Assigned Thur. 25 Oct., due Tue. 13 Nov. 1. Use your digital camera to take a convergent stereo pair of a static object/scene. Strive for a base/height ratio of approximately 0.15. Try to keep the depth range less than 20% of the...
Purdue >> GRAD >> 590d (Fall, 2008)
Grad 590D homework 3 Assigned Thur. 25 Oct., due Tue. 13 Nov. 1. Use your digital camera to take a convergent stereo pair of a static object/scene. Strive for a base/height ratio of approximately 0.15. Try to keep the depth range less than 20% of the...
Purdue >> COM >> 590d (Fall, 2008)
CE 603 Photogrammetry II Perspective center M Z YC 0 x0 X X L U y y = M Y Y = V L 0 +f Z ZL W y = -(sample) Fx = x0 f U W Fy = y y0 f V XC Y ECEF ZC X 0 = 9.547 mm = 801.315 pix Y0 = 163.981 mm = 13763.788 pix W ...
Purdue >> GRAD >> 590d (Fall, 2008)
CE 603 Photogrammetry II Perspective center M Z YC 0 x0 X X L U y y = M Y Y = V L 0 +f Z ZL W y = -(sample) Fx = x0 f U W Fy = y y0 f V XC Y ECEF ZC X 0 = 9.547 mm = 801.315 pix Y0 = 163.981 mm = 13763.788 pix W ...
Purdue >> COM >> 590d (Fall, 2008)
Relief Displacement Note: nominal scale is the same everywhere in the image CE 503 Photogrammetry I Fall 2006 Purdue University Frame Geometry CE 503 Photogrammetry I Fall 2006 Purdue University Frame Geometry with Lens for Large Aperture ...
Purdue >> GRAD >> 590d (Fall, 2008)
Relief Displacement Note: nominal scale is the same everywhere in the image CE 503 Photogrammetry I Fall 2006 Purdue University Frame Geometry CE 503 Photogrammetry I Fall 2006 Purdue University Frame Geometry with Lens for Large Aperture ...
Purdue >> COM >> 590d (Fall, 2008)
tle_guide.txt Brief Introduction To TLEs And Satellite IDs Keplerian or Two-Line Element Sets (TLEs) are distributed in the form shown in the example below: THOR ABLESTAR R/B 1 1 00047U 60007C 96198.95303667 -.00000008 +00000-0 +24803-4 005026 2 2 ...
Purdue >> GRAD >> 590d (Fall, 2008)
tle_guide.txt Brief Introduction To TLEs And Satellite IDs Keplerian or Two-Line Element Sets (TLEs) are distributed in the form shown in the example below: THOR ABLESTAR R/B 1 1 00047U 60007C 96198.95303667 -.00000008 +00000-0 +24803-4 005026 2 2 ...
Purdue >> COM >> 590d (Fall, 2008)
CE 503 Homework 4 Triangulation and Map Compilation Each student should prepare a .blk file with 4 attached images: 1_4.tif, 1_6.tif, 1_8.tif, and 1_10.tif. These are located in \\Geomatics\\data\\share\\bethel\\ce603\\block. The pyramid for each of these...
Purdue >> GRAD >> 590d (Fall, 2008)
CE 503 Homework 4 Triangulation and Map Compilation Each student should prepare a .blk file with 4 attached images: 1_4.tif, 1_6.tif, 1_8.tif, and 1_10.tif. These are located in \\Geomatics\\data\\share\\bethel\\ce603\\block. The pyramid for each of these...
Purdue >> COM >> 590d (Fall, 2008)
Post Adjustment Statistics for HW5 Global test: test statistic = v Wv T 2 0 Critical values for 2-sided test, for alpha=0.05 and r=13 2, r 2 = 5.01 = chi2inv(0.025,13) = 24.7 = chi2inv(0.975,13) 2 1 2, r Also from table in textbook, 95...
Purdue >> GRAD >> 590d (Fall, 2008)
Post Adjustment Statistics for HW5 Global test: test statistic = v Wv T 2 0 Critical values for 2-sided test, for alpha=0.05 and r=13 2, r 2 = 5.01 = chi2inv(0.025,13) = 24.7 = chi2inv(0.975,13) 2 1 2, r Also from table in textbook, 95...
Purdue >> COM >> 590d (Fall, 2008)
USGS Report No. OSL/2985 United States Department of the Interior U.S. GEOLOGICAL SURVEY Reston, Virginia 20192 REPORT OF CALIBRATION of Aerial Mapping Camera Camera type: Wild RC30* Lens type: Universal Aviogon /4-S Nominal focal length: 153 mm N...
Purdue >> GRAD >> 590d (Fall, 2008)
USGS Report No. OSL/2985 United States Department of the Interior U.S. GEOLOGICAL SURVEY Reston, Virginia 20192 REPORT OF CALIBRATION of Aerial Mapping Camera Camera type: Wild RC30* Lens type: Universal Aviogon /4-S Nominal focal length: 153 mm N...
Purdue >> COM >> 590d (Fall, 2008)
MATLAB Commands and Functions Dr. Brian Vick Mechanical Engineering Department Virginia Tech General Purpose Commands Operators and Special Characters / 3 Commands for Managing a Session / 3 Special Variables and Constants / 4 System and File Command...
Purdue >> GRAD >> 590d (Fall, 2008)
MATLAB Commands and Functions Dr. Brian Vick Mechanical Engineering Department Virginia Tech General Purpose Commands Operators and Special Characters / 3 Commands for Managing a Session / 3 Special Variables and Constants / 4 System and File Command...
Purdue >> COM >> 590d (Fall, 2008)
A frame photograph has exterior orientation (XL,Y L,ZL) = (25.0,-5.0,45.0), and (omega, phi, kappa) = (20, 5, 5) degrees. The inner orientation is (x0,y0,f) = (0,0,50.0). A point is observed at (x,y) = (-5,15). The terrain is represented by a DEM wit...
Purdue >> GRAD >> 590d (Fall, 2008)
A frame photograph has exterior orientation (XL,Y L,ZL) = (25.0,-5.0,45.0), and (omega, phi, kappa) = (20, 5, 5) degrees. The inner orientation is (x0,y0,f) = (0,0,50.0). A point is observed at (x,y) = (-5,15). The terrain is represented by a DEM wit...
Purdue >> COM >> 590d (Fall, 2008)
REFERENCES For GRAD590F Spring 2008 Bate, R., Mueller, D., White, J., Fundamentals of Astrodynamics, Dover, 1971 Boulet, D., Methods of Orbit Determination for the Micro Computer, WillmannBell, 1991 Cumming, I., Wong, F., Digital Processin...
Purdue >> GRAD >> 590d (Fall, 2008)
REFERENCES For GRAD590F Spring 2008 Bate, R., Mueller, D., White, J., Fundamentals of Astrodynamics, Dover, 1971 Boulet, D., Methods of Orbit Determination for the Micro Computer, WillmannBell, 1991 Cumming, I., Wong, F., Digital Processin...
Purdue >> COM >> 590d (Fall, 2008)
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Purdue >> GRAD >> 590d (Fall, 2008)
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Purdue >> COM >> 590d (Fall, 2008)
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Purdue >> GRAD >> 590d (Fall, 2008)
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Purdue >> COM >> 590d (Fall, 2008)
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Purdue >> GRAD >> 590d (Fall, 2008)
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Purdue >> COM >> 590d (Fall, 2008)
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Purdue >> GRAD >> 590d (Fall, 2008)
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Purdue >> COM >> 590d (Fall, 2008)
CE 506 Homework 4 Assigned Tuesday 12 October, due Tuesday 19 October 1. We observe a 3D range from each of 4 control stations, A,B,C, and D, to an unknown point, E. The point coordinates and the observations are shown in the table. Point A B C D E (...
Purdue >> GRAD >> 590d (Fall, 2008)
CE 506 Homework 4 Assigned Tuesday 12 October, due Tuesday 19 October 1. We observe a 3D range from each of 4 control stations, A,B,C, and D, to an unknown point, E. The point coordinates and the observations are shown in the table. Point A B C D E (...
Purdue >> COM >> 590d (Fall, 2008)
CE 506 Homework #9 Network Adjustment with GUI Due: last day of class (6 December) Design a MATLAB GUI and associated adjustment code to perform a least squares adjustment (by indirect observations) of an arbitrary horizontal (2D) network (i.e. trave...
Purdue >> GRAD >> 590d (Fall, 2008)
CE 506 Homework #9 Network Adjustment with GUI Due: last day of class (6 December) Design a MATLAB GUI and associated adjustment code to perform a least squares adjustment (by indirect observations) of an arbitrary horizontal (2D) network (i.e. trave...
Purdue >> COM >> 590d (Fall, 2008)
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Purdue >> GRAD >> 590d (Fall, 2008)
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Purdue >> COM >> 590d (Fall, 2008)
10/29/07 9:16 PM % rotim.m 29-oct-07 % rotate image D:\\classes\\grad590d_07\ otim.m 1 of 2 % read in the input, source image A=imread(\'map1.jpg\'); image(A); axis equal [m,n,l]=size(A); halfm=round(m/2); halfn=round(n/2); % create blank image to fil...
Purdue >> GRAD >> 590d (Fall, 2008)
10/29/07 9:16 PM % rotim.m 29-oct-07 % rotate image D:\\classes\\grad590d_07\ otim.m 1 of 2 % read in the input, source image A=imread(\'map1.jpg\'); image(A); axis equal [m,n,l]=size(A); halfm=round(m/2); halfn=round(n/2); % create blank image to fil...
Purdue >> COM >> 590d (Fall, 2008)
Ra (m) vs. Altitude (m) for Panchromatic Camera Design 3 2.5 2 1.5 1 Radius 0.586 meters at Altitude 400 km 0.5 0.4 0.6 0.8 1 1.2 1.4 1.6 1.8 x 10 2 6 2/26/08 10:06 AM % % % % % D:\\classes\\grad590f_08\ ad\\hw1.m 1 of 2 hw1.m 23-jan-0...
Purdue >> GRAD >> 590d (Fall, 2008)
Ra (m) vs. Altitude (m) for Panchromatic Camera Design 3 2.5 2 1.5 1 Radius 0.586 meters at Altitude 400 km 0.5 0.4 0.6 0.8 1 1.2 1.4 1.6 1.8 x 10 2 6 2/26/08 10:06 AM % % % % % D:\\classes\\grad590f_08\ ad\\hw1.m 1 of 2 hw1.m 23-jan-0...
Purdue >> COM >> 590d (Fall, 2008)
CE 503 HOMEWORK 5 Assigned 1 Friday, 1 November, Due Wednesday 20 November 1. Look at the postcard image in postcrd1a.tif and stereo digitize some control points (building roof corners, etc.) from the purdue model being used in the map compilation pr...
Purdue >> GRAD >> 590d (Fall, 2008)
CE 503 HOMEWORK 5 Assigned 1 Friday, 1 November, Due Wednesday 20 November 1. Look at the postcard image in postcrd1a.tif and stereo digitize some control points (building roof corners, etc.) from the purdue model being used in the map compilation pr...
Purdue >> COM >> 590d (Fall, 2008)
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Purdue >> GRAD >> 590d (Fall, 2008)
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Purdue >> COM >> 590d (Fall, 2008)
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Purdue >> GRAD >> 590d (Fall, 2008)
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Purdue >> COM >> 590d (Fall, 2008)
International Society for Photogrammetry and Remote Sensing Commission I: Sensors, Platforms, and Imagery Commission II: Systems for Data Processing, Analysis, and Representation Commission III: Theory and Algorithms Commission IV: Spatial Informati...
Purdue >> GRAD >> 590d (Fall, 2008)
International Society for Photogrammetry and Remote Sensing Commission I: Sensors, Platforms, and Imagery Commission II: Systems for Data Processing, Analysis, and Representation Commission III: Theory and Algorithms Commission IV: Spatial Informati...
Purdue >> COM >> 590d (Fall, 2008)
STDI-0002, VERSION 2.1, 16 November 2000 AIRBORNE SUPPORT DATA EXTENSIONS (ASDE), VERSION 1.1, 16 NOVEMBER 2000 S AR Image First Pixel Row 1 Row 2 First Pixel NITF Ima ge Row n-1 Row n Last Pixel Last Pixel FIGURE 8-5. HISTORIC SAR COLLECTION R...
Purdue >> GRAD >> 590d (Fall, 2008)
STDI-0002, VERSION 2.1, 16 November 2000 AIRBORNE SUPPORT DATA EXTENSIONS (ASDE), VERSION 1.1, 16 NOVEMBER 2000 S AR Image First Pixel Row 1 Row 2 First Pixel NITF Ima ge Row n-1 Row n Last Pixel Last Pixel FIGURE 8-5. HISTORIC SAR COLLECTION R...
Purdue >> COM >> 590d (Fall, 2008)
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Purdue >> GRAD >> 590d (Fall, 2008)
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