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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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qb_gps3.pdf
Path: Purdue >> C E >> 597z Fall, 2008
Description: OPUS Solution 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 4059...
grad590f_08_notes03.pdf
Path: Purdue >> CE >> 597z Fall, 2008
Description: ...
grad590f_08_notes03.pdf
Path: Purdue >> C E >> 597z Fall, 2008
Description: ...
qbguide.pdf
Path: Purdue >> CE >> 597z Fall, 2008
Description: DigitalGlobe, Inc. 1601 Dry Creek Drive, Ste 260 Longmont, Colorado 80503 QuickBird Imagery Products Product Guide 6/15/2007 QuickBird Imagery Products Product Guide Revision 4.7.3 QB Imagery Products, Product Guide TABLE OF CONTENTS 1. 2. 3. In...
qbguide.pdf
Path: Purdue >> C E >> 597z Fall, 2008
Description: DigitalGlobe, Inc. 1601 Dry Creek Drive, Ste 260 Longmont, Colorado 80503 QuickBird Imagery Products Product Guide 6/15/2007 QuickBird Imagery Products Product Guide Revision 4.7.3 QB Imagery Products, Product Guide TABLE OF CONTENTS 1. 2. 3. In...
atmos_refr_diagram.pdf
Path: Purdue >> CE >> 597z Fall, 2008
Description: 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 ...
atmos_refr_diagram.pdf
Path: Purdue >> C E >> 597z Fall, 2008
Description: 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 ...
qb_campus_scene.pdf
Path: Purdue >> CE >> 597z Fall, 2008
Description: 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...
qb_campus_scene.pdf
Path: Purdue >> C E >> 597z Fall, 2008
Description: 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...
grad590d_07_notes22.pdf
Path: Purdue >> CE >> 597z Fall, 2008
Description: ...
grad590d_07_notes22.pdf
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Description: ...
astronomical_almanac.pdf
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Description: ...
astronomical_almanac.pdf
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Description: ...
data1_08_notes01.pdf
Path: Purdue >> CE >> 597z Fall, 2008
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data1_08_notes01.pdf
Path: Purdue >> C E >> 597z Fall, 2008
Description: ...
603_05hw1sol.pdf
Path: Purdue >> CE >> 597z Fall, 2008
Description: 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 ...
603_05hw1sol.pdf
Path: Purdue >> C E >> 597z Fall, 2008
Description: 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 ...
elem3.pdf
Path: Purdue >> CE >> 597z Fall, 2008
Description: 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 ...
elem3.pdf
Path: Purdue >> C E >> 597z Fall, 2008
Description: 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 ...
grad590d_07_notes13.pdf
Path: Purdue >> CE >> 597z Fall, 2008
Description: ...
grad590d_07_notes13.pdf
Path: Purdue >> C E >> 597z Fall, 2008
Description: ...
stat_hw5.pdf
Path: Purdue >> CE >> 597z Fall, 2008
Description: 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...
stat_hw5.pdf
Path: Purdue >> C E >> 597z Fall, 2008
Description: 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...
woolcam.pdf
Path: Purdue >> CE >> 597z Fall, 2008
Description: 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...
woolcam.pdf
Path: Purdue >> C E >> 597z Fall, 2008
Description: 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...
photo1_08_hw2_sol.pdf
Path: Purdue >> CE >> 597z Fall, 2008
Description: innor5.lst innor5 6-parameter results p= 4820.6 -0.10306 41.662 4821.5 -41.659 -0.10299 resid = 0.27829 0.013126 0.1176 -0.48224 0.1867 -0.11145 0.12587 -0.35746 -0.55274 -0.10585 -0.3431 0.5958 0.14096 0.34203 0.046417 0.10605 scale_y = 41.662 theta...
photo1_08_hw2_sol.pdf
Path: Purdue >> C E >> 597z Fall, 2008
Description: innor5.lst innor5 6-parameter results p= 4820.6 -0.10306 41.662 4821.5 -41.659 -0.10299 resid = 0.27829 0.013126 0.1176 -0.48224 0.1867 -0.11145 0.12587 -0.35746 -0.55274 -0.10585 -0.3431 0.5958 0.14096 0.34203 0.046417 0.10605 scale_y = 41.662 theta...
grad590d_07_notes14.pdf
Path: Purdue >> CE >> 597z Fall, 2008
Description: ...
grad590d_07_notes14.pdf
Path: Purdue >> C E >> 597z Fall, 2008
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grad590d_07_notes07.pdf
Path: Purdue >> CE >> 597z Fall, 2008
Description: ...
grad590d_07_notes07.pdf
Path: Purdue >> C E >> 597z Fall, 2008
Description: ...
solve_2x2.pdf
Path: Purdue >> CE >> 597z Fall, 2008
Description: ...
solve_2x2.pdf
Path: Purdue >> C E >> 597z Fall, 2008
Description: ...
MATLAB_Commands.pdf
Path: Purdue >> CE >> 597z Fall, 2008
Description: 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...
MATLAB_Commands.pdf
Path: Purdue >> C E >> 597z Fall, 2008
Description: 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...
grad590d_07_notes09.pdf
Path: Purdue >> CE >> 597z Fall, 2008
Description: ...
grad590d_07_notes09.pdf
Path: Purdue >> C E >> 597z Fall, 2008
Description: ...
grad590d_07_notes21.pdf
Path: Purdue >> CE >> 597z Fall, 2008
Description: ...
grad590d_07_notes21.pdf
Path: Purdue >> C E >> 597z Fall, 2008
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grad590f_08_notes27.pdf
Path: Purdue >> CE >> 597z Fall, 2008
Description: ...
grad590f_08_notes27.pdf
Path: Purdue >> C E >> 597z Fall, 2008
Description: ...
passpnts.pdf
Path: Purdue >> CE >> 597z Fall, 2008
Description: CE 603 Photogrammetry II Triangulation passpoint selection You are assigned photos as follows Boller: 5-9, 5-10; Jo: 6-9, 6-10; Liang: 7-9, 7-10; Carr: 5-11, 5-12; Kim: 6-11, 6-12; Su: 7-11, 7-12; together: 5-13 together: 6-13 together: 7-13 Select...
passpnts.pdf
Path: Purdue >> C E >> 597z Fall, 2008
Description: CE 603 Photogrammetry II Triangulation passpoint selection You are assigned photos as follows Boller: 5-9, 5-10; Jo: 6-9, 6-10; Liang: 7-9, 7-10; Carr: 5-11, 5-12; Kim: 6-11, 6-12; Su: 7-11, 7-12; together: 5-13 together: 6-13 together: 7-13 Select...
506_04_hw4.pdf
Path: Purdue >> CE >> 597z Fall, 2008
Description: 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 (...
506_04_hw4.pdf
Path: Purdue >> C E >> 597z Fall, 2008
Description: 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 (...
rotim.pdf
Path: Purdue >> CE >> 597z Fall, 2008
Description: 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...
rotim.pdf
Path: Purdue >> C E >> 597z Fall, 2008
Description: 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...
nature_article.pdf
Path: Purdue >> CE >> 597z Fall, 2008
Description: CAREERS AND RECRUITMENT Mapping opportunities Scientists who can combine geographic information systems with satellite data are in demand in a variety of disciplines. Virginia Gewin gets her bearings. F orest fires ravaging southern California, fo...
nature_article.pdf
Path: Purdue >> C E >> 597z Fall, 2008
Description: CAREERS AND RECRUITMENT Mapping opportunities Scientists who can combine geographic information systems with satellite data are in demand in a variety of disciplines. Virginia Gewin gets her bearings. F orest fires ravaging southern California, fo...
nitf_rpc_ext.pdf
Path: Purdue >> CE >> 597z Fall, 2008
Description: 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...
nitf_rpc_ext.pdf
Path: Purdue >> C E >> 597z Fall, 2008
Description: 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...
data1_08_notes08.pdf
Path: Purdue >> CE >> 597z Fall, 2008
Description: ...
data1_08_notes08.pdf
Path: Purdue >> C E >> 597z Fall, 2008
Description: ...
506_03_hw4b_sol.pdf
Path: Purdue >> CE >> 597z Fall, 2008
Description: ...
506_03_hw4b_sol.pdf
Path: Purdue >> C E >> 597z Fall, 2008
Description: ...
sar_img.pdf
Path: Purdue >> CE >> 597z Fall, 2008
Description: Corner reflectors send incident rays back in the same direction from which they arrived Dihedral, must be aligned Trihedral, no alignment necessary They provide a strong return compared to natural materials Corner reflectors are used on small boat...
sar_img.pdf
Path: Purdue >> C E >> 597z Fall, 2008
Description: Corner reflectors send incident rays back in the same direction from which they arrived Dihedral, must be aligned Trihedral, no alignment necessary They provide a strong return compared to natural materials Corner reflectors are used on small boat...
inner6_demo.pdf
Path: Purdue >> CE >> 597z Fall, 2008
Description: l2.m %Function L2 Adjustment using method of indirect observations %by James Sapcoe, Nov 20, 96 %Input Bmatrix and Fmatrix from v+B*Delta=F %Output paramters(x) and residuals(v) %Syntax [x,v]=l2(b,f) function [x,v]=L2(B,f) x=inv(B\'*B)*(B\'*f); v=f-B*x...
inner6_demo.pdf
Path: Purdue >> C E >> 597z Fall, 2008
Description: l2.m %Function L2 Adjustment using method of indirect observations %by James Sapcoe, Nov 20, 96 %Input Bmatrix and Fmatrix from v+B*Delta=F %Output paramters(x) and residuals(v) %Syntax [x,v]=l2(b,f) function [x,v]=L2(B,f) x=inv(B\'*B)*(B\'*f); v=f-B*x...
data1_08_hw4.pdf
Path: Purdue >> CE >> 597z Fall, 2008
Description: note: make 2-sided test. ...
data1_08_hw4.pdf
Path: Purdue >> C E >> 597z Fall, 2008
Description: note: make 2-sided test. ...
grad590d_07_hw1_sol.pdf
Path: Purdue >> CE >> 597z Fall, 2008
Description: ...
grad590d_07_hw1_sol.pdf
Path: Purdue >> C E >> 597z Fall, 2008
Description: ...
grad590f_08_hw4.pdf
Path: Purdue >> CE >> 597z Fall, 2008
Description: GRAD590F Spring 2008 Homework #4 Assigned Thur 3-Apr-08 Due Tue 15-Apr-08 Using the algorithm & code provided in lecture 22, plus either your QB function or mine* or some combination, make a qbresect.m matlab program which refines the given trajector...
grad590f_08_hw4.pdf
Path: Purdue >> C E >> 597z Fall, 2008
Description: GRAD590F Spring 2008 Homework #4 Assigned Thur 3-Apr-08 Due Tue 15-Apr-08 Using the algorithm & code provided in lecture 22, plus either your QB function or mine* or some combination, make a qbresect.m matlab program which refines the given trajector...
506_03_hw7.pdf
Path: Purdue >> CE >> 597z Fall, 2008
Description: Control Points Name P1 P4 X 1217.323 m 1631.890 m Y 3344.488 m 3283.465 m Id a1 d1 a2 d2 a3 d3 a4 Observations Value (DMS/m) 214-02-44 215.511 m 278-37-45 172.763 m 100-37-06 171.984 m 168-35-25 Sigma 20 sec 0.02 m 20 sec 0.02 m 20 sec 0.02 m 20 sec...
506_03_hw7.pdf
Path: Purdue >> C E >> 597z Fall, 2008
Description: Control Points Name P1 P4 X 1217.323 m 1631.890 m Y 3344.488 m 3283.465 m Id a1 d1 a2 d2 a3 d3 a4 Observations Value (DMS/m) 214-02-44 215.511 m 278-37-45 172.763 m 100-37-06 171.984 m 168-35-25 Sigma 20 sec 0.02 m 20 sec 0.02 m 20 sec 0.02 m 20 sec...
indot1.pdf
Path: Purdue >> CE >> 597z Fall, 2008
Description: INDOT / Woolpert / Spectrum I-70 Imagery, Camera RC30, Alt(amt) 500 ft., Scale 1:1000, Scanned 14um, GSD 1.5cm or 0.6 in Platform for Aerial Camera Geomatics Professors Doing Field Work Digital Aerial Pushbroom Camera What camera architecture wil...
indot1.pdf
Path: Purdue >> C E >> 597z Fall, 2008
Description: INDOT / Woolpert / Spectrum I-70 Imagery, Camera RC30, Alt(amt) 500 ft., Scale 1:1000, Scanned 14um, GSD 1.5cm or 0.6 in Platform for Aerial Camera Geomatics Professors Doing Field Work Digital Aerial Pushbroom Camera What camera architecture wil...
rad2.pdf
Path: Purdue >> CE >> 597z Fall, 2008
Description: Table of Radiometric Quantities, from Elachi, 1987 ...
