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Adjustment Post 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% confidence ellipse for point 2 0.0004756 XX 0.0000718 = 0.0000718 0.0007296 1 = 0.0007485 2 = 0.0004567 0.2544 ev1 = , = 75.26 deg, azimuth = 165.26 deg 0.9671 0.9671 ev2 = 0.2544 2 major axis = 0.95, 2 1 = 0.06697 minor axis = 2 0.95,2 2 = 0.05231
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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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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)
Generation of True Orthoimage with Aerial Photographs and DIDAR set Jun Hee Youn, James S. Bethel Geomatics, Dept. of Civil Eng. Purdue University Oct. 31 2005 Outline 1. Problems for orthoimagery 2. Strategy 3. Occlusion map 4. Implementation of t...
Purdue >> GRAD >> 590d (Fall, 2008)
Generation of True Orthoimage with Aerial Photographs and DIDAR set Jun Hee Youn, James S. Bethel Geomatics, Dept. of Civil Eng. Purdue University Oct. 31 2005 Outline 1. Problems for orthoimagery 2. Strategy 3. Occlusion map 4. Implementation of t...
Purdue >> COM >> 590d (Fall, 2008)
Error Propagation For error propagation we assume that input data is normally distributed. Scale the relative covariance matrices by the a priori reference variance if results are consistent with assumptions, or by the a posteriori reference variance...
Purdue >> GRAD >> 590d (Fall, 2008)
Error Propagation For error propagation we assume that input data is normally distributed. Scale the relative covariance matrices by the a priori reference variance if results are consistent with assumptions, or by the a posteriori reference variance...
Purdue >> COM >> 590d (Fall, 2008)
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Purdue >> GRAD >> 590d (Fall, 2008)
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Purdue >> COM >> 590d (Fall, 2008)
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...
Purdue >> GRAD >> 590d (Fall, 2008)
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...
Purdue >> COM >> 590d (Fall, 2008)
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...
Purdue >> GRAD >> 590d (Fall, 2008)
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...
Purdue >> COM >> 590d (Fall, 2008)
flt16.lst pba2 iter 1 position corrections: iter 2 position corrections: iter 3 position corrections: we have converged observation residuals photo ph16_1 240 16_1_1 16_1_2 16_1_3 16_1_4 16_1_5 16_1_6 16_1_7 photo ph16_2 240 16_1_1 16_1_2 16_1_3 16_1...
Purdue >> GRAD >> 590d (Fall, 2008)
flt16.lst pba2 iter 1 position corrections: iter 2 position corrections: iter 3 position corrections: we have converged observation residuals photo ph16_1 240 16_1_1 16_1_2 16_1_3 16_1_4 16_1_5 16_1_6 16_1_7 photo ph16_2 240 16_1_1 16_1_2 16_1_3 16_1...
Purdue >> COM >> 590d (Fall, 2008)
CE506 Fall 2006 Homework 5 2D Network Adjustment Make a general 2D least squares network adjustment program, using common data input format and Matlab graphical user interface (GUI) You will read 2 ascii text input files: a point file with contents:...
Purdue >> GRAD >> 590d (Fall, 2008)
CE506 Fall 2006 Homework 5 2D Network Adjustment Make a general 2D least squares network adjustment program, using common data input format and Matlab graphical user interface (GUI) You will read 2 ascii text input files: a point file with contents:...
Purdue >> COM >> 590d (Fall, 2008)
CE503 Rotation Matrices Derivation of 2D Rotation Matrix Figure 1. Coordinates of point p in two systems Write the (x,y) coordinates in terms of the (x,y) coordinates by inspection, x = x \' cos y \' sin y = x \' sin + y \' cos In matrix form, x ...
Purdue >> GRAD >> 590d (Fall, 2008)
CE503 Rotation Matrices Derivation of 2D Rotation Matrix Figure 1. Coordinates of point p in two systems Write the (x,y) coordinates in terms of the (x,y) coordinates by inspection, x = x \' cos y \' sin y = x \' sin + y \' cos In matrix form, x ...
Purdue >> COM >> 590d (Fall, 2008)
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Purdue >> GRAD >> 590d (Fall, 2008)
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Purdue >> COM >> 590d (Fall, 2008)
CE 597 (029) ADjustment of Geospatial Observations Fall \'08 Purdue University - School of Civil Engineering last update 26-aug-08 Instructor Jim Bethel, CIVL 4109, Tel: 494-6719, Email: bethel@ecn.purdue.edu Primary Text Analysis and Adjustment of Su...
Purdue >> GRAD >> 590d (Fall, 2008)
CE 597 (029) ADjustment of Geospatial Observations Fall \'08 Purdue University - School of Civil Engineering last update 26-aug-08 Instructor Jim Bethel, CIVL 4109, Tel: 494-6719, Email: bethel@ecn.purdue.edu Primary Text Analysis and Adjustment of Su...
Purdue >> COM >> 590d (Fall, 2008)
CE 503 Photogrammetry I, Fall 2004 Homework 3(b) Relative Orientation, Pairwise Rectification, and Anaglyph Presentation Using Small Format Camera Assigned Friday 8 October Due Wednesday 20 October 1. Find the file 503_04_hw3.zip on the geomatics dri...
Purdue >> GRAD >> 590d (Fall, 2008)
CE 503 Photogrammetry I, Fall 2004 Homework 3(b) Relative Orientation, Pairwise Rectification, and Anaglyph Presentation Using Small Format Camera Assigned Friday 8 October Due Wednesday 20 October 1. Find the file 503_04_hw3.zip on the geomatics dri...
Purdue >> COM >> 590d (Fall, 2008)
Nearestneighbor interpolation Bilinearinterpolation p 2.5 0 0 2.5 25 729500.0 5026300.0 5026300 0 ESRIworldfile par8_ls.lst par8_ls del = -12.421 295.17 276.46 93.121 -82.718 82.543 -0.30455 0.31061 residuals: x y note: these are in image space !...
Purdue >> GRAD >> 590d (Fall, 2008)
Nearestneighbor interpolation Bilinearinterpolation p 2.5 0 0 2.5 25 729500.0 5026300.0 5026300 0 ESRIworldfile par8_ls.lst par8_ls del = -12.421 295.17 276.46 93.121 -82.718 82.543 -0.30455 0.31061 residuals: x y note: these are in image space !...
Purdue >> COM >> 590d (Fall, 2008)
Homework 5 (Revised 14-April) Select a minimum of 3, from the 6, close-range terrestrial photos of the north end of the chemical engineering building. Select pass-points and control points Measure all image coordinate data Determine initial approxima...
Purdue >> GRAD >> 590d (Fall, 2008)
Homework 5 (Revised 14-April) Select a minimum of 3, from the 6, close-range terrestrial photos of the north end of the chemical engineering building. Select pass-points and control points Measure all image coordinate data Determine initial approxima...
Purdue >> COM >> 590d (Fall, 2008)
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