Data Management Plan

This project was completed under USGS Contract No. 07CRCN0002, Task Order No. 070020009.

This delivery contains point cloud data in LAS 1.1 format, classified in the following manner. Class 1: Unclassified, Class 2: Ground, Class 7: Low Point (Noise), Class 9: Water, Class 10: High Point (Noise),

Class 12: Overlap, and Class 17: Port

The following are the collection parameters and equipment used to create these data sets.

Aircraft: Cessna 320 (N3443Q) and Piper Navajo (N6GR)

Lidar System: Optech ALTM Gemini (03SEN145)

Approximate Collection Altitude (Above Mean Terrain): 1800 meters

Ground Speed: 145 kts

Pulse Rate Frequency: 70 kHz

Mirror Scan Frequency: 62.6 Hz

Scan Angle (+/-): 5.3 degrees

Beam Divergence: Narrow (0.25 mrad)

Accuracy statements are based on areas of moderate terrain, with points classified as ground. Diminished accuracies are to be expected in areas of extreme terrain and dense vegetation. The accuracy of each point is

expected to meet the vertical accuracy standard. Derived products may be less accurate in areas of extreme terrain and dense vegetation due to a lesser number of points defining the ground in these areas.

Classified data sets such as this one may have varying posting due to some pulses not reaching the ground.

Original contact information:

Contact Name: Jacques Cloutier

Contact Org: Aero-Metric, Inc.

Title: Senior Geodetic Surveyor

Phone: (907) 272-4495

Email: aerometric@aerometric-ak.com

Process Steps:

• 2008-10-18 00:00:00 - System Calibration: Aero-Metric collected data over a previously surveyed area in Palmer, Alaska. Data was collected at the same settings as this project, using two intersecting perpendicular lines. Two GPS ground stations were operating on site in order to minimize GPS error. The data was classified in each line separately for ground and other common features between lines, such as building roofs. This data was processed in TerraMatch 8.001 (TerraSolid, Ltd.), to compute corrections for roll, pitch, heading, and mirror scale. These corrections were applied to the initial processing settings (.res file). The data was reprocessed to verify the corrections were applied properly. The corrected data was then compared to ground surveyed measurements in order to check for any consistent vertical bias. The final step in calibration verified there was minimal vertical noise due to changes in intensity. This was done by comparing elevations of points on the airport runway, one point on a runway stripe and another adjacent point on the pavement.
• 2008-11-02 00:00:00 - Create a smoothed-best estimated trajectory (SBET) of the sensor at a rate of 200 Hz, by integrating the airborne GPS and IMU data. The basis of the GPS coordinates were computed using NGS OPUS, and were referenced to NAD83 (CORS96) with GEOID06 derived orthometric heights. The maximum baseline distance for this project was 30 km, the average base line length was 12 km. The mean GPS positional accuracy for this project was +/- 0.08 meters.
• 2008-11-02 00:00:00 - Integrate SBET and raw laser data to produce point cloud data in LAS 1.1 format for each flight line.
• 2009-01-15 00:00:00 - Compute the roll, pitch, heading, and mirror scale correction factors for each flight line, then apply corrections to the corresponding flight line.
• 2009-01-16 00:00:00 - Automated classification of the bare-earth data from the lidar point cloud using a series of algorithms customized for the types of terrain encountered in the project.
• 2009-03-20 00:00:00 - Manual classification of any data which appears to be bare-earth but was not properly classified using the automated methods.
• 2009-05-25 00:00:00 - The shorelines of the lakes and port areas were determined using manual techniques, starting with digitized shorelines from the orthophotography of the project area. The lidar points then underwent an intensive manual edit to determine with greater accuracy the points which represented the water surface. For the final data products the mean elevation of the water on each lake was used to determine its fixed elevation. The port areas fixed elevation was determined using the highest water point in the port data set. This value was found to be 4.72 meters. All points below 4.72 meters in the port area were fixed to this elevation, as per the contract.
• 2009-05-26 00:00:00 - Create point clouds in LAS 1.1 format for all returns.
• 2009-05-27 00:00:00 - Data verified using survey control points, located throughout the area.
• 2009-06-18 00:00:00 - The metadata was updated for Bounding coordinates, Spatial Reference info using FGDC template
• 2013-02-01 00:00:00 - The NOAA Office for Coastal Management (OCM) received topographic files in LAS 1.1 format. The files contained lidar elevation and intensity measurements. The data were received in projected coordinates of NAD83 UTM6N, meters and were vertically referenced to NAVD88 orthometric elevations using GEOID06(Alaska). The vertical units of the data were meters. OCM performed the following processing for data storage and Digital Coast provisioning purposes: 1. LAS Classifications 11(first return only), 13(first of many returns), 14(second of many returns), 15(third of many returns), 16(last of many returns) were all placed into Class 1 (Unclassified) 2. The topographic las files were converted from Projected Coordinates (NAD83 UTM6N, meters) to Geographic Coordinates (NAD83, decimal degrees). 3. The topographic las files were vertically converted from orthometric elevations (NAVD88) to ellipsoidal elevations (NAD83) using GEOID06.

This data can be obtained on-line at the following URL:

https://coast.noaa.gov/dataviewer/#/lidar/search/where:ID=1466

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