A geometric correction using a first order 2D polynomial model was solved with Ground Control Points and led to the following model relating the position in an image C= -60000 + 0.04* X + 0.001* Y 1=-196000 - 0.001*X +0.04* Y This model is assessed independently by locating 2 Check Points (CPs) of known coordinates. The table below provides the NZTM coordinates of each CP, as well as the image location where each point was identified. Check Point |column (c) 250 ine (1) 320 Easting 1382682.0 Northing 4942569.0 CP1 CP2 510 100 1389315.0 4937235.0 Calculate and provide the overalI Root Mean Square (RMS) residual in pixel unit corresponding to this independent assessment.
A geometric correction using a first order 2D polynomial model was solved with Ground Control Points and led to the following model relating the position in an image C= -60000 + 0.04* X + 0.001* Y 1=-196000 - 0.001*X +0.04* Y This model is assessed independently by locating 2 Check Points (CPs) of known coordinates. The table below provides the NZTM coordinates of each CP, as well as the image location where each point was identified. Check Point |column (c) 250 ine (1) 320 Easting 1382682.0 Northing 4942569.0 CP1 CP2 510 100 1389315.0 4937235.0 Calculate and provide the overalI Root Mean Square (RMS) residual in pixel unit corresponding to this independent assessment.
Advanced Engineering Mathematics
10th Edition
ISBN:9780470458365
Author:Erwin Kreyszig
Publisher:Erwin Kreyszig
Chapter2: Second-order Linear Odes
Section: Chapter Questions
Problem 1RQ
Related questions
Question
Transcribed Image Text:QUESTION 5
A geometric correction using a first order 2D polynomial model was solved with Ground Control Points and led to the following model relating the position in an image
expressed in piİxels as column ( C) and lines ( ) to its projected coordinates on NZTM denoted by X.Y:
C = -60000 + 0.04* X+ 0.001* Y
| = -196000 - 0.001* X +0.04* Y
This model is assessed independently by locating 2 Check Points (CPS) of known coordinates. The table below provides the NZTM coordinates of each CP, as well as the
image location where each point was identified.
Check Point
column (C)
Northing
4942569.0
line (1)
Easting
CP1
250
320
1382682.0
CP2
510
100
1389315.0
4937235.0
Calculate and provide the overalI Root Mean Square (RMS) residual in pixel unit corresponding to this independent assessment.
Expert Solution
This question has been solved!
Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.
Step by step
Solved in 2 steps
Recommended textbooks for you
Advanced Engineering Mathematics
Advanced Math
ISBN:
9780470458365
Author:
Erwin Kreyszig
Publisher:
Wiley, John & Sons, Incorporated
Numerical Methods for Engineers
Advanced Math
ISBN:
9780073397924
Author:
Steven C. Chapra Dr., Raymond P. Canale
Publisher:
McGraw-Hill Education
Introductory Mathematics for Engineering Applicat…
Advanced Math
ISBN:
9781118141809
Author:
Nathan Klingbeil
Publisher:
WILEY
Advanced Engineering Mathematics
Advanced Math
ISBN:
9780470458365
Author:
Erwin Kreyszig
Publisher:
Wiley, John & Sons, Incorporated
Numerical Methods for Engineers
Advanced Math
ISBN:
9780073397924
Author:
Steven C. Chapra Dr., Raymond P. Canale
Publisher:
McGraw-Hill Education
Introductory Mathematics for Engineering Applicat…
Advanced Math
ISBN:
9781118141809
Author:
Nathan Klingbeil
Publisher:
WILEY
Mathematics For Machine Technology
Advanced Math
ISBN:
9781337798310
Author:
Peterson, John.
Publisher:
Cengage Learning,
