Ayman F. Habib 1 DPRG Laser Scanning Chapters 1 – 7: Overview • Photogrammetric mapping: introduction, applications, and tools • GNSS/INS-assisted photogrammetric and LiDAR mapping • LiDAR mapping: principles, applications, mathematical model, and error sources and their impact. • QA/QC of LiDAR mapping • Registration of Laser scanning data • Point cloud characterization, segmentation, and QC • This chapter will be focusing on LiDAR-based orthophoto and Digital Terrain Model (DTM) generation.
83
Embed
DPRG Chapters 1 – 7: Overview · • LiDAR data includes ground/terrain and non-ground/off-terrain points. – Knowledge of the terrain is useful for deriving contour lines, road
This document is posted to help you gain knowledge. Please leave a comment to let me know what you think about it! Share it to your friends and learn new things together.
Transcript
Ayman F. Habib1
DPRG
Laser Scanning
Chapters 1 – 7: Overview• Photogrammetric mapping: introduction, applications, and
tools• GNSS/INS-assisted photogrammetric and LiDAR
model, and error sources and their impact.• QA/QC of LiDAR mapping• Registration of Laser scanning data• Point cloud characterization, segmentation, and QC
• This chapter will be focusing on LiDAR-based orthophoto and Digital Terrain Model (DTM) generation.
Ayman F. Habib2
DPRG
Laser Scanning
OCCLUSION-BASED PROCEDURE FOR TRUE ORTHOPHOTOGENERATION AND LIDAR DATA CLASSIFICATION
Chapter 8
Ayman F. Habib3
DPRG
Laser Scanning
Overview• Introduction• Orthophoto generation
– Literature review– Procedure
• LiDAR data classification– Literature review– Procedure– Experimental results
• Concluding remarks
Ayman F. Habib4
DPRG
Laser Scanning
True Orthophoto Generation
Ayman F. Habib5
DPRG
Laser Scanning
Image and Map characteristics
object
Image plane
Image
map
Relief displacement
No relief displacement
Non-uniform scale
Uniform scaleOrthogonal projection
Perspective projection
An orthophoto is a digital image which has the same characteristics of a map.
Ayman F. Habib6
DPRG
Laser Scanning
Perspective Image
Ayman F. Habib7
DPRG
Laser Scanning
Orthophoto
Ayman F. Habib8
DPRG
Laser Scanning
Orthophoto Generation: Prerequisites• Digital image:
– Wide range of operational photogrammetric systems• Interior Orientation Parameters (IOPs) of the used
camera:– Camera calibration procedure
• Exterior Orientation Parameters (EOPs) of that image: – Image georeferencing techniques
• Digital Surface Model (DSM) or Digital Terrain Model (DTM)– LiDAR, imagery, Radar, …
Ayman F. Habib9
DPRG
Laser Scanning
Digital Image
PC
(x, y)
Backward Projection (EOP & IOP)
Datum
Terrain
g(resampling)
G(X, Y) = g (x, y)
Z(X, Y)
Interpolation
(X, Y)
Differential Orthophoto Generation
Ayman F. Habib10
DPRG
Laser Scanning
Digital Surface Model
perspective center
imagery
AB C
D
Orthophoto
Differential Orthophoto Generation
ghost image/double-mapped area
Ayman F. Habib11
DPRG
Laser Scanning
Differential Orthophoto Generation
Generated OrthophotoOriginal Imagery
Double-mapped areas
Ayman F. Habib12
DPRG
Laser Scanning
Digital Image
PC
Indirect (backward) transformation
Orthophoto Generation & Visibility Analysis
Ayman F. Habib13
DPRG
Laser Scanning
perspective center
imagery
0 01 1 120
AB C
D
a b c
DC P.C
longer
Invisible point
Digital Surface Model
Orthophoto
Z-Buffer Method
True Orthophoto Process – Existing Method
Ayman F. Habib14
DPRG
Laser Scanning
True Orthophoto Process – Existing Method
Generated True OrthophotoOriginal Imagery
Z-Buffer Method
Ayman F. Habib15
DPRG
Laser Scanning
True Orthophoto Process – Existing Method
Generated True Orthophoto
Z-Buffer Method
Ayman F. Habib16
DPRG
Laser Scanning
True Orthophoto Generation
perspective center
A
BInvisible point
DE
C
5 ° visible
12° visible
15° invisible
12 °
15°
14°
A
B
C
D
E 20° 15° visible
max angle
visible/ hiddenpoint angle comparison
0° visible5° >
>
>
<=
>
Nadir point
Digital Surface Model
Orthophoto
Angle-based Method
Ayman F. Habib17
DPRG
Laser Scanning
00
ii
Radial Sweep for the Angle-Based Method
True Orthophoto Generation
Angle-based Method
Ayman F. Habib18
DPRG
Laser Scanning
True Orthophoto Gen.: Adaptive Radial Sweep
DSM partitioning for the adaptive radial sweep method
DSM
column
row
nadir pointsection 1
section 2
section 3
1
23
321
Ayman F. Habib19
DPRG
Laser Scanning
Conceptual procedural flow of the spiral sweep method
DSM
column
row
target point
nadir point
True Orthophoto Gen.: Spiral Sweep
Ayman F. Habib20
DPRG
Laser Scanning
Comparative Analysis
Z-buffer method
Angle-based (spiral sweep) method
Differential rectification
Angle-based (adaptive radial sweep) method
Ayman F. Habib21
DPRG
Laser Scanning
Original Image
Ayman F. Habib22
DPRG
Laser Scanning
LiDAR Surface Model
Elevation Data Intensity Data
Ayman F. Habib23
DPRG
Laser Scanning
Orthophoto with Ghost Images
Ayman F. Habib24
DPRG
Laser Scanning
True Orthophoto without Ghost Images
Ayman F. Habib25
DPRG
Laser Scanning
True Orthophoto After Occlusion Filling
Ayman F. Habib26
DPRG
Laser Scanning
perspective center
A
BInvisible point
DE
C
5 ° visible
12° visible
15° invisible
12 °
15°
14°
15°
A
B
C
D
E 20° visible
max angle
visible/ hiddenpoint angle comparison
0° visible5° >
>
>
<=
>
Nadir point
Digital Surface Model
Orthophoto
Occlusion Extension
Angle-based Method
16°
Ayman F. Habib27
DPRG
Laser Scanning
True Orthophoto After Occlusion Filling
Ayman F. Habib28
DPRG
Laser Scanning
True Orthophoto After Occlusion Extension
Ayman F. Habib29
DPRG
Laser Scanning
True Orthophoto After Boundary Enhancement
Ayman F. Habib30
DPRG
Laser Scanning
Orthophoto with Ghost Images
Ayman F. Habib31
DPRG
Laser Scanning
True Orthophoto without Ghost Images
Ayman F. Habib32
DPRG
Laser Scanning
True Orthophoto After Occlusion Filling
Ayman F. Habib33
DPRG
Laser Scanning
True Orthophoto After Occlusion Extension
Ayman F. Habib34
DPRG
Laser Scanning
True Orthophoto After Boundary Enhancement
Ayman F. Habib35
DPRG
Laser Scanning
Classification of LiDAR Data(Ground/Non-Ground Points)
Ayman F. Habib36
DPRG
Laser Scanning
LiDAR Classification: Introduction• LiDAR data includes ground/terrain and non-ground/off-
terrain points.– Knowledge of the terrain is useful for deriving contour lines,
road network planning, and flood monitoring.– Knowledge of the off-terrain points is useful for DBM detection,
DBM reconstruction, 3D city modeling, and 3D visualization. – Knowledge of terrain and off-terrain points is useful for change
detection applications.
Ayman F. Habib37
DPRG
Laser Scanning
LiDAR Classification: Introduction• Definition of ground/non-
ground (Sithole & Vosselman, 2003)– Ground: Topsoil or any thin
layering (asphalt, pavement, etc.) covering it
– Non-ground: Vegetation and artificial features
• How to distinguish ground points from non-ground points in LiDAR data?