2012 GA DNR Lidar DEM: Floyd, Paulding, Oconee, and Polk Counties

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Breaklines for the counties in GDB format. Breaklines have not been evaluated by NOAA.

Report from the lidar contractor.

This graphic shows the lidar coverage for Polk County, Paulding County, Floyd County and Oconee County in Georgia.

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The LiDAR data collected for this task order. | Source Geospatial Form: vector digital data | Type of Source Media: disc

Using a Leica LiDAR system, 84 flight lines of high density data, at a nominal pulse spacing (NPS) of 1.0 meter, were collected over Floyd, Oconee, Paulding and Polk Counties, GA (approximately 694.2 square miles). Multiple returns were recorded for each laser pulse along with an intensity value for each return. A total of five (5) missions were flown on March 6, 19, 20, 25 and 26 in 2012. The geoid used to reduce satellite derived elevations to orthometric heights was Geoid09. The horizontal datum used for this survey is NAD 1983 NSRS2007, Georgia State

Plane Coordinate System, West Zone 1002, and expressed in US Survey Feet. The vertical datum used for this survey is North American Vertical Datum 1988 (NAVD88), and expressed in US Survey Feet. Airborne GPS data was differentially processed and integrated with the post processed IMU data to derive a smoothed best estimate of trajectory (SBET). The SBET was used to reduce the LiDAR slant range measurements to a raw reflective surface for each flight line.

The aerial LiDAR was collected at the following sensor specifications for the Oconee County Project:

Post Spacing (Minimum): 3.28 ft / 1.0 m

AGL (Above Ground Level) average flying height: 6,500 ft / 1,981 m

MSL (Mean Sea Level) average flying height: 6,940 ft / 2,115 m

Average Ground Speed: 130 knots / 149 mph

Field of View (full): 40 degrees

Pulse Rate: 115.6 kHz

Sensor Scan Rate: 41.8 Hz

Side Lap (Minimum): 25%

Flight Lines Flown at these specifications: 1 - 27 (All)

The aerial LiDAR was collected at two different sensor specifications for the Floyd, Polk, and Paulding Counties Project: Those LIDAR flight lines that entered the Atlanta Class B Airspace restriction area were flown at a lower altitude specification in order to maintain an altitude of 6500 feet MSL. These instructions were mandated by Atlanta Tracon.

Post Spacing (Minimum): 3.28 ft / 1.0 m

AGL (Above Ground Level) average flying height: 6,500 ft / 1,981 m

MSL (Mean Sea Level) average flying height: 7,075 ft / 2,156 m

Average Ground Speed: 130 knots / 149 mph

Field of View (full): 40 degrees

Pulse Rate: 115.6 kHz

Sensor Scan Rate: 41.8 Hz

Side Lap (Minimum): 25%

Flight Lines Flown at these specifications: 1 - 20

Post Spacing (Minimum): 3.28 ft / 1.0 m

AGL (Above Ground Level) average flying height: 5,925 ft / 1,825 m

MSL (Mean Sea Level) average flying height: 6,500 ft / 1,981 m

Average Ground Speed: 130 knots / 149 mph

Field of View (full): 44 degrees

Pulse Rate: 124.0 kHz

Sensor Scan Rate: 43.1 Hz

Side Lap (Minimum): 25%

Flight Lines Flown at these specifications 21 - 57

The Leica ALS50/60 LiDAR systems calibration and performance is verified on a periodic basis using Woolpert's calibration range. The calibration range consists of a large building and runway. The edges of the building and control points along the runway have been located using conventional survey methods. Inertial measurement unit (IMU) misalignment angles and horizontal accuracy are calculated by comparing the position of the building edges between opposing flight lines. The scanner scale factor and vertical accuracy is calculated through comparison of LiDAR data against control points along the runway. Field calibration is performed on all flight lines to refine the IMU misalignment angles. IMU misalignment angles are calculated from the relative displacement of features within the overlap region of adjacent (and opposing) flight lines. The raw LiDAR data is reduced using the refined misalignment angles.

Once the data acquisition and GPS processing phases are complete, the LiDAR data was processed immediately to verify the coverage had no voids. The GPS and IMU data was post processed using differential and Kalman filter algorithms to derive a best estimate of trajectory. The quality of the solution was verified to be consistent with the accuracy requirements of the task order.

The individual flight lines were inspected to ensure the systematic and residual errors have been identified and removed. Then, the flight lines were compared to adjacent flight lines for any mismatches to obtain a homogenous coverage throughout the project area. The point cloud underwent a classification process to determine bare-earth points and non-ground points utilizing "first and only" as well as "last of many" LiDAR returns. This process determined bare-earth points (Class 2), noise (Class 7), water (Class 9) ignored ground (Class 10), unclassified data (Class 1), and overlap points (Class 12). The bare-earth (Class 2 - Ground) LiDAR points underwent a manual QA/QC step to verify that artifacts have been removed from the bare-earth surface. The surveyed ground control points are used to perform the accuracy checks and statistical analysis of the LiDAR dataset.

The NOAA Office for Coastal Management (OCM) received topographic DEM files in ERDAS Imagine format. The files were converted to GeoTiff format for distribution in the Digital Coast Data Access Viewer and to conform to the Open Data Policy. Georeferencing was added to indicate the vertical reference system was NAVD88 in survey feet. The geoid model of GEOID09 was not changed.