49729
2010 ARC Spalding County GA
ga2010_arc_spaldingcounty_m2531_metadata
Data Set
Published / External
49401
Lidar - partner (no harvest)
Project
Completed
2013-08-12
This metadata record describes the DTM comprised of classified aerial lidar elevation points, photogrammetrically compiled breaklines and the derived TIN for Spalding County, GA
Original contact information:
Contact Name: Brian Haynes
Contact Org: City of Griffin
Title: GIS Manager
Phone: 770-412-9950 Ext. 1
Email: bhyanes@cityofgriffin.com
A lidar DEM data was collected for the Spalding County, GA area. All lidar returns were classified using the default classes of Terrascan processing software for Unclassified Points (class 1), Ground points (class 2), Water points (class 9), Overlap points (class 12). The lidar ground points are supplemented with photogrammmetrically compiled breaklines from digital imagery collected during the same project time frame as the lidar. The ground class points, often refered to as "bald earth" are then used as an input to proprietary and publicly available processing software to generate a Triangulated Irregular Network (TIN) model. Classified lidar DEMs and derived TIN models are useful for a variety of applications, such as aiding in contour generation, development of digital surface models, 3D modeling, flood plane mapping, viewshed analysis and the production of orthophotos.
10374
A footprint of this data may be viewed in Google Earth at:
https://noaa-nos-coastal-lidar-pds.s3.amazonaws.com/laz/geoid18/2531/supplemental/ga2010_arc_spaldingcounty.KMZ
Theme
ISO 19115 Topic Category
elevation
Theme
"bare earth"
Theme
TIN
Theme
Triangulated Irregular Network
Theme
mapping
Theme
mass points
Office for Coastal Management
Charleston
SC
Data Set
Unknown
Point and vector digital data
Any conclusions drawn from the analysis of this information are not the responsibility
of Kucera International, ARC, USGS, NOAA, the Office for Coastal Management or its partners.
Data Steward
2013-08-12
Organization
NOAA Office for Coastal Management
NOAA/OCM
coastal.info@noaa.gov
2234 South Hobson Ave
Charleston
SC
29405-2413
(843) 740-1202
https://coast.noaa.gov
NOAA Office for Coastal Management Home Page
Online Resource
Distributor
2013-08-12
Organization
NOAA Office for Coastal Management
NOAA/OCM
coastal.info@noaa.gov
2234 South Hobson Ave
Charleston
SC
29405-2413
(843) 740-1202
https://coast.noaa.gov
NOAA Office for Coastal Management Home Page
Online Resource
Metadata Contact
2013-08-12
Organization
NOAA Office for Coastal Management
NOAA/OCM
coastal.info@noaa.gov
2234 South Hobson Ave
Charleston
SC
29405-2413
(843) 740-1202
https://coast.noaa.gov
NOAA Office for Coastal Management Home Page
Online Resource
Point of Contact
2013-08-12
Organization
NOAA Office for Coastal Management
NOAA/OCM
coastal.info@noaa.gov
2234 South Hobson Ave
Charleston
SC
29405-2413
(843) 740-1202
https://coast.noaa.gov
NOAA Office for Coastal Management Home Page
Online Resource
Ground Condition
-84.52393941
-84.07359488
33.36085299
33.16794945
Discrete
2010-01-01
Discrete
2010-01-03
Yes
Unclassified
This data can be obtained on-line at the following URL: https://coast.noaa.gov/dataviewer
The data set is dynamically generated based on user-specified parameters.
;
none
These unaltered data may not be redistributed without all of the elements of the metadata listed
in the Supplemental Information section of this metadata document. Acknowledgement of Ayres
Associates would be appreciated in products derived from these data.
https://coast.noaa.gov/dataviewer/#/lidar/search/where:ID=2531
Customized Download
Create custom data files by choosing data area, product type, map projection, file format, datum, etc.
https://noaa-nos-coastal-lidar-pds.s3.amazonaws.com/laz/geoid18/2531/index.html
Bulk Download
Simple download of data files.
https://noaa-nos-coastal-lidar-pds.s3.amazonaws.com/laz/geoid18/2531/supplemental/ga2010_arc_spaldingcounty.KMZ
Browse Graphic
Browse Graphic
kmz
This graphic shows the lidar coverage for the ARC Topography of Spalding County LiDAR survey area in Georgia.
https://coast.noaa.gov
Online Resource
https://coast.noaa.gov/dataviewer
Online Resource
2016-05-23
Date that the source FGDC record was last modified.
2017-11-14
Converted from FGDC Content Standards for Digital Geospatial Metadata (version FGDC-STD-001-1998) using 'fgdc_to_inport_xml.pl' script. Contact Tyler Christensen (NOS) for details.
2018-02-08
Partial upload of Positional Accuracy fields only.
2018-03-13
Partial upload to move data access links to Distribution Info.
Attribute accuracy is tested in the LiDAR processing stage. After classification of the LiDAR data, the 'bald earth' point class is compared to ground control collected within the project area.
Horizontal positional accuracy for LiDAR is dependent upon the quality of the GPS/INS solution, sensor calibration and ground conditions at the time of data capture. The standard system results for horizontal accuracy are less than 1 meter.; Quantitative Value: 1 meters, Test that produced the value: This value is computed by comparing ground control to an intensity based image derived from the classified LiDAR data and represents the RMSE of residuals on controls within the project area.
Vertical positional accuracy for LiDAR is dependent upon the quality of the GPS/INS solution, sensor calibration and ground conditions at the time of data capture. The vertical accuracy for this project was tested with a resultant RMSE of 0.073 meter (0.24 feet).; Quantitative Value: 0.073 meters, Test that produced the value: This value is computed by comparing ground control elevation to the classified LiDAR ground surface and represents the RMSE of residuals on controls within the project area.
LiDAR data is collected for the project area. Post processing of the simultaneously acquired GPS/INS is performed and applied to the laser returns to output a point cloud in the specified project coordinate system and datums. The point cloud data is then subjected to automated classification routines to assign all points in the point cloud to ground, water, overlap and unclassified point classes. Anomalous laser returns that occur infrequently are removed entirely from the data set. The ground class points are then compared to surveyed ground control to develop an accuracy measure of the laser terrain data.
LiDAR data is collected within the project area, processed and verified against control.
Digital Aerial Imagery
Discrete
2010-02-18
1200
New digital aerial imagery and GPS/IMU data was recorded for the defined project area. | Source Geospatial Form: Remote-sensing image | Type of Source Media: disc
Ground control
2010-01-01
Discrete
2010
Targeted ground control is used to create a digital control file and control report as well as QC check of LiDAR accuracy. Predefined points (NGS when available) within the project area are targeted. | Source Geospatial Form: tabular digital data | Type of Source Media: disc
LiDAR Data
Discrete
2010-01-01
Aerial LiDAR and GPS/IMU data was recorded for the defined project area. | Source Geospatial Form: Remote sensing image | Type of Source Media: disc
Triangulated Irregular Network
2010-01-01
Discrete
2010
Using the lidar elevation points and compiled breaklines as inputs, a Triangulated Irregular Network (TIN) is generated using ESRI ArcGIS software. | Source Geospatial Form: Vector digital data | Type of Source Media: disc
1
At selected locations throughout the site, accurate GPS coordinates and elevations are surveyed and the points are marked with targets.
2010-01-01T00:00:00
10
The Traingulated Irregular Network is generate with ESRI ArcGIS software.
2010-01-01T00:00:00
11
The NOAA Office for Coastal Management (OCM) received the files in las format. The files contained lidar elevation and intensity
measurements. The data were in GA State Plane coordinates and NAVD88 (orthometric) heights in feet. OCM performed the
following processing for data storage and Digital Coast provisioning purposes:
1. The data were converted from GA State Plane coordinates to geographic coordinates.
2. The data were converted from NAVD88 (orthometric) heights in feet to GRS80 (ellipsoid) heights in meters using Geoid 09.
3. The LAS data were sorted by latitude and the headers were updated.
2012-08-12T00:00:00
2
New LiDAR data is captured for the project area using a Leica ALS60 LiDAR instrument in conjunction with a POSAV Applanix GPS/INS system mounted within a Piper Navajo twin engine airplane.
2010-01-01T00:00:00
3
New aerial digital imagery with airborne GPS/IMU data is acquired for the project area.
2010-01-01T00:00:00
4
The airborne GPS data is processed in Terratec TerraPos software and then combined with the IMU data in Applanix PosPAC software to determine the LiDAR sensor's angle and orientation in the terrain (project) coordinate system and datums during the survey. The same GPS/IMU processing is performed for the digital imagery to define the orientation parameters of the images to be used in stereo compilation of terrain breaklines.
2010-01-01T00:00:00
5
LiDAR data is processed using the GPS/INS solution. Data is classified to produce:
Class 1: unclassified points
Class 2: ground points
Class 9: water points
Class 12: overlap points
2010-01-01T00:00:00
6
The ground class of the processed lidar data is then compared to the ground control and elevation differences between the lidar surface and surveyed elevation are recorded in tabular form. Vertical accuracy statistices are then developed to produce vertical RMSE and overall accuracy estimates and reports.
2010-01-01T00:00:00
7
Photogrammetrically compiled breaklines are compiled to supplement the lidar ground points.
2010-01-01T00:00:00
8
Water polygons are buffered to remove any lidar points within the polygon to flatten these surfaces.
2010-01-01T00:00:00
9
Breaklines are buffered to remove lidar surface points on or near the breakline.
2010-01-01T00:00:00
gov.noaa.nmfs.inport:49729
Anne Ball
2017-11-15T15:21:55
SysAdmin InPortAdmin
2022-08-09T17:11:37
2022-03-16
OCM Partners
OCMP
1002
Public
No
2022-03-16
1 Year
2023-03-16