Title: Presentation Overview
1Presentation Overview
- PAMAP LiDAR Program
- PAMAP LiDAR overview
- LiDAR Basics
- Acquisition and sensors
- LiDAR processing
- Contour generation
2PAMAP LiDAR Program
- Supports companion PAMAP orthophoto program
- Requirements for detailed terrain data
- Flooding, geologic mapping, slope analysis, etc.
- LiDAR terrain data will provide higher definition
accuracy - Wider range of topographic data products can/will
be developed - Cost schedule advantages as compared to
traditional collection techniques - Mission collection parameters designed to
generally meet FEMA LiDAR Guideline Specs (A.8)
and PAMAP Standards - Post processing and filtering of LiDAR point
cloud to bare earth (removal of artifacts,
outliers, buildings and vegetation) - 18.5 cm vertical RMSE for bare earth elevation
surface - Contours 2-foot interval
3LiDAR Deliverables
- Reports/Documents
- LiDAR Pre-Flight Plan, Sensor Settings, GPS
Control Plan - LiDAR system data report
- Post Mission Flight report
- Ground control report
- Data processing procedures
- Systems calibration report
- Data Deliverables (delivered in PAMAP 10K x 10K
tile format) - Raw LiDAR datasets including all original point
cloud data in LAS format (unclassified) - Classified LiDAR dataset in LAS format including
point classification, intensity, etc. - Raster surface at 3.2 grid of bare earth surface
in GeoTIFF format - 2 LiDAR contours and breaklines in ArcGIS 3-D
shape file format
4PAMAP LiDAR Program
- 2006 21 counties, 4929 tiles (15K square miles)
- 2007 20 counties, 4745 tiles (17K square miles)
- 2008 24 counties, 4278 tiles (15K square miles)
5LiDAR Basics
- Airborne Light Detection And Ranging
- Very fast, accurate and cost effective technology
to measure and quantify reflective surfaces
(elevations) - Systems Components
- Aircraft
- Crew (Pilot Instrument Operator)
- Laser w/ mirror
- Uses its own energy source (NIR red laser)
- Direct (active) acquisition of terrain
- Allowing day or night operation
- GPS Receivers (Aircraft Ground)
- Provides aircraft position
- Inertial Measurement Unit
- Provides aircraft orientation direction
- Post Processing Software Specialized Technicians
6LiDAR Basics
- Mirror sweeps laser beam across the ground.
- Range to target is determined by measuring time
interval between transmission and return of
reflected laser pulse. - Aircraft position is determined using GPS phase
differencing techniques. - Pointing direction of laser determined with
Inertial Measuring Unit (IMU) and recording of
mirror position. - Data streams recorded and synchronized for post
processing.
7LIDAR Measures Objects From Line of Sight
8LiDAR Basics
- LiDAR is indiscriminate
- Target must be visible- its not an all weather
sensor - Does not see through trees but around them
- It is not imagery but can be shaded to look like
imagery - High absorption rate of laser energy in water and
new asphalt (no reflection) - Newer systems can collect 150,000 elevation
points per second! - Capable of vertical accuracies of 15 cm RMSE or
greater - Does not automatically identify break lines
- Ability to collect multiple returns (4 or more)
with both range (elevation) and intensity - Multiple returns allows reflective surface
mapping as well as creation of bare earth models
9Multiple Returns Intensity
- Systems today have the ability to measure
multiple returns and the intensity of the
returned signal for each. - This enables specialized applications using the
LiDAR data.
10LIDAR 1st and Last Return
1ST stop from canopy
Last stop from ground
11Intensity Signal
Aerial Photo
Intensity Image
12Value of Noise in LiDAR Data
13Data Processing Steps
- Compute Aircraft Position Trajectory from
GPS/IMU - Calculate XYZ of laser points
- Merging and tiling of swaths
- Remove vegetation and other features
- Classification, editing thinning
- Integration of other terrain features (i.e.
breaklines) - Surface Development
- Data Formatting- LAS, ASCII, DTM, Contours
- Validation and inspection of results
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15Data Thinning
- Typically, LiDAR datasets are many times the size
of a traditional DTM collection of gt 3
Gigabytes per hour of flight. - LiDAR data density constant regardless of
topographic change. - Some software may not be able to handle huge
amounts of data from LiDAR. - Data thinning may be necessary.
16Bare Earth Model
- Significant editing must be employed to create a
Bare Earth Model which models the natural
ground. - Some automated procedures may be used but also
requires interactive editing (70/30). Imagery
backdrop may be necessary. - In some cases, traditional photogrammetry or
LiDARgrammetry may be necessary to add
breaklines.
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18LiDAR Mission Planning
- Project Requirements
- Quality of the hardware and software
- Knowledge of the planners, operators, office
staff - Flying height
- Scan angle (also important for vegetation
building penetration) - Laser power
- Laser rep rate
- GPS configuration
- Distance from base station to aerial platform
- Sensor Calibration
19LiDAR Applications
- LiDAR has significant fixed cost to get the
aircraft sensor to the project site but can be
very cost effective for large area projects and
corridor projects. - Required accuracy use cases must be carefully
evaluated. - Appropriate for a wide range of project including
bio mass/forestry, corridor studies, obstruction
mapping, flood studies, city/county mapping
projects. - Local Users
- State of Pennsylvania
- PA Turnpike
- Allentown
- Reading
- Lancaster County
- FEMA Region 3
- USACE
20LiDAR Accuracy
- Accuracy of elevation in range of 10 to 30
centimeters (0.33 to 0.98 feet.) - Accuracy of XY position in range of 11 to 46
centimeters (0.36 to 1.51 feet.) - Accuracy depends on
- pulse rate
- flying height
- GPS configuration
- location of ground stations
- position of the scanner with respect to nadir
21LiDAR TestingCat 1-bare earth Cat
2-weeds/cropsCat 3-scrub Cat 4-forested
Cat 1 To 6 tall
Cat 2 To 3 tall
Cat 3 To 6 tall
Cat 4 gt6 tall
22LiDAR Advancements
- Multi-Pulse Systems
- Huge Advancement in LiDAR
- Allows Higher Altitude Flights
- Terrain Changes Cause Many Problems
- Waveform Technology
- Provides opportunity for more accurate data
- Provides ability to resolve closely spaced
targets - Sensor Fusion
23LiDAR Resources
- USGS- Center for LiDAR Information Knowledge
(CLICK) - http//lidar.cr.usgs.gov/
- ASPRS- LAS Data Standards-
- http//www.asprs.org/society/divisions/ppd/standar
ds/lidar_exchange_format.htm - ASPRS- DEM Users Manual
- https//eserv.asprs.org/eseries/source/Orders/inde
x.cfm?activesectionorders
24Processing LiDAR Data
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26LiDAR Processing Steps
- Perform initial classification on LiDAR LAS file
ground vs. non-ground - Generate Break Lines
- Integrate LiDAR Bare Earth and Breakline Data
- LiDAR data is removed from streets and hydro
- Further classify and refine LAS file
- Perform Model Key thinning on Bare Earth and
then produce final files - Produce Tin and filter with breaklines
- Produce Contour files and grids
27LiDAR LAS File- Fields Key
- LAS file contains the following fields for each
point - Class
- Northing
- Easting
- Elevation
- Intensity
- Flight Line
- Time Stamp
- Echo NumberÂ
- Echo Type
Class 1 Unclassified (default) Class 2
Ground Class 8 Model Key (thinned) Class 9
Hydro Class 12 Non-Ground Class 15 Road
edges
28LiDAR LAS File - Class Key
- Class 1 (Default) - These are the points that are
a mixture of the remaining points after the
ground classification. These would contain cars,
buildings, parts of vegetation, possible ground
(that doesn't add to the bare earth surface),
etc. - Class 2 (Ground) - These are points on the bare
earth surface. They are from the automated
processing, as well as the manual surface review. - Class 12 (Non-Ground) - These are points that are
identified as first of many return or
intermediate of many returns from the LIDAR
pulse. These are points that are most likely
vegetation returns or points identified to be not
on the ground surface.
29LiDAR LAS File- Class Key
- Class 8 (Model Key) - These are the subset of
Class 2 points that have been filtered using
educated thinning process. - Class 9 (Hydro) - These are points that fall
within hydro features. - Class 15 (Road Edges) These are points that
fall within 1.5 of road break lines.Â
30Raw LiDAR all points are on default class
31Bare Earth processing ground is orange,
non-ground is green, white is default
32Manually Generate Breaklines
- Stereo digitizing of relevant features
- Edge of pavement, double line streams, rivers,
etc. (gt20 in width), ponds and lakes - Directionality, bridges, intermediate points
along features - Integrate LiDAR Bare Earth and Breakline Data
- Add vertices at 25 intervals to all break lines
and populate with LiDAR z value
33LiDAR data is removed from street edges and
hydro
- LAS file is classified further and refined
- Remove LiDAR data falling
- within hydro area features (double line drains,
ponds, lakes, rivers) - within 1.5swaths on either side of break lines
(road edges) - on bridge decks
34Perform Model Key thinning on Bare Earth and
then produce final files
- Model Key Class Development of Class 8
- Greatly reduces size of file by removing
unnecessary points (actually leaves points on
Class 2) and creates a Class of necessary
points on Class 8 - Educated Thinning of Bare earth dataset for use
in Contour and Grid Surface Production - Thinning process results in the development of a
Model Key bare earth subset - Amount of thinning ultimately determines density
of TIN smoothness of contours
35Model Key filtering (keep red, lose orange)
36Post Model Key filtering Class 8
37Generate output files
- Bare Earth Surface Development
- Generate TIN surface from model key class and
LiDAR processed break line data - Use TIN surface to generate 2 contours for each
PaMAP tile - Use TIN surface to generate 3.2 raster grid
format for each PaMAP tile and then convert into
final GeoTIFF Raster format
38Tin and Raster Surface Files
39Preliminary TIN Surface Elevations are color
coded
40Breaklines over preliminary surface
41Contours generated from TIN displayed over color
surface
42Contours only
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44Contour Smoothing Option No. 1
45Contour SmoothingOption No. 2
46Contour SmoothingOption No. 3
47Contour Comparison
48Anomalies in LiDAR Spikes
49Left Clean of Artifacts, Poor DrainageRight
Clean Drainage, Poor Artifacts
Same area, 3 years later
50Artifacts
51Over-Smoothing
52PAMAP Sample LiDAR Data
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55LiDAR Reflective SurfacePNC Park - Pittsburgh
56City of Philadelphia- LiDAR Pilot
57Statistics for Sample PAMAP 10,000 x 10,000 tile
- LAS File ( 155 MB)
- 5,675,866 - Total Points
- 2,392,159 - Bare Earth Points (42)
- 349,135 Model Key Points (6)
- ASCII File of LAS data (263 MB)
- LiDAR TIN (372 MB)
- 2 topographic contour shape file (29 MB)
- Break Line shape file (lt1 MB)