County, King, 200307, LiDAR Return Intensity Data: King County, King County, WA.Online Links:
- None
This MBR is defined by right angle corners and four orthogonal bounds that are adjusted to the nearest 100 foot State Plane Zone 5061, HPGN position. This results in a series of overlapping tiles that fully encompass all sections within that township. The tiling scheme is defined by the spatial index called idxptrmbr (index polygons for township- range, minimum bounding rectangle).
The ASCII data is provided in a standardized tiling scheme based on a 7500x7500 foot Stateplane grid in column-row format. Tiles are identified as ab01,ab02,....az01,az02....ba01,ba02...
Planar coordinates are encoded using Row and column
Abscissae (x-coordinates) are specified to the nearest 1
Ordinates (y-coordinates) are specified to the nearest 1
Planar coordinates are specified in Meters
The horizontal datum used is North American Datum of 1983, 1991 Adjustment (HPGN).
The ellipsoid used is GRS 80.
The semi-major axis of the ellipsoid used is 20925604.4720406.
The flattening of the ellipsoid used is 1/298.26.
Michael Leathers
King County Geographic Information Center,
GIS Data Coordinator
201 S Jackson St, Suite 706
Seattle, WA 98104
USA
206-263-4867 (voice)
In its TIFF format the intensity information provides a panchromatic image of the return surface at the 1-meter GSD (ground sample distance)/pixel resolution. Intensity values vary depending from which type of surface the LiDAR reflection is obtained and this translates into a series of tonal differences. In its balanced image format the data serves mainly as a backdrop providing some reference to current ground surface vegetative state at the time of LiDAR acquisition, though does not provide the same level of detail or definition that a true panchromatic orthophoto would at the same resolution.The ASCII intensity value data may provide a more detailed, unsmoothed/unbalanced description of the reflected surface. The intensity values have easting and northing geographic coordinates for surface location correlation.
King County ESA/SAO contract wi, Boulder, CO, 2003, King County ESA/SAO Lowland LiDAR Project (Phase I) and King County ESA/SAO Upland LiDAR Project (Phase 2): 3di Technologies, Boulder, CO.
LiDAR data processing was used to produce the x,y,z elevation points using vendor proprietary lidar data processing software. Within this integrated process an atmospheric correction was made, which is especially important in regions of relatively low elevation.
Data by flight line was combined in a merge process that eliminates redundant points. Data was also clipped into more manageable one km x one km bounds. Noise or anomalous returns were filtered from all data during this processing step. The data was quality checked using commercial software, Spectra Precision TerraModel and TerraVista.
All elevation data was processed on a point by point basis for ellipsoid to orthometric height conversion using the National Geodetic Survey (NGS) Geoid Model, GEOID99. Datum and coordinate system conversion from WGS84 to the Washington State Plane coordinate system was performed using U.S. Army Corps of Engineers CorpsCon software algorithms.
First and last return intensity point data was transferred to media for delivery to client in a comma/space delimited ASCII file of format easting,northing,intensity-value. Image format was generated through histogram-equalization of the variably-spaced points and conversion to GeoTIFF format, with world file.
After receipt and logging of media, the GeoTIFF images were transferred to on-line access location. ArcInfo 7.x operating on a Unix platform was used to convert each TIFF image to a grid using the IMAGEGRID command. The grids were merged to create a single composite grid for each delivery. GRIDIMAGE was used to convert the grid to a TIFF for quality evaluation and continuity check.
The individual delivery grids were mosaiced using GRID MERGE to create contiguous grids. Areas that did not have intensity values to the full extent of the tiles of idxptrmbr index were filled with 255 value background. The composite grids were clipped using GRID GRIDCLIP to the extents of their respective tiles. PROJECTDEFINE define the projection header and GRIDIMAGE was used to convert the GRID tiles to TIFF with world file.
The output TIFF images were compressed to jp2 format using JPG2000 compression software with a compression ratio of 5. This was done to minimize storage space requirements while preserving the data as lossless.
ASCII data as delivered by vendor was tiled in an approximate 1km x 1km tiling scheme based on a vendor UTM-based grid. The ASCII data was not reformatted but only retiled to KC standard scheme based on Stateplane 7500 ft x 7500 ft grid.
From original vendor index, vendor tiles required for new 7500 tile were identified. Data files were awked to add a constant value of 1 into a lead column followed by remaining original x, y, intensity-value columns.
All awked files were cocantenated into single file and submitted to ArcInfo command-line CREATETIN command with zero (0) filtering (weed) tolerance and bound arguement of subject 7500 tile.
Created TIN was ungenerated to point coverage using TINARC command and coordinate values were assigned to each point using the ADDXY command. In TABLES, coverage was selected and X-coord, Y-coord and SPOT value (intensity value) were unloaded to 'tile-name'kc_lri.asc and 'tile-name'kc_fri.asc, for last-return and first-return data, respectively.
Even with zero filtering tolerance, some points were dropped during the TIN process though the lost points is considered insignificant.
For quality control, the TIN was converted to a lattice using the TINLATTICE command and a hillshade created using the HILLSHADE command. The hillshade grid was converted to a tif image using the GRIDIMAGE command and was inspected for general quality and tile bound consistency.
Retiled ASCII point files were compressed using a zip compressing routine and stored in the Spatial Data Warehouse.
The vendor has not supplied any accuracy report for the intensity data values, nor did King County evaluate the intensity values beyond a visual check for general consistency and quality.
Horizontal accuracy of the Intensity data was not tested explicitly. There no NMAS nor NSSDA accuracy statement is provided with the data. Horizontal accuracy is measured only as a function of the vertical accuracy of the LiDAR elevation data. The Intensity imagery appears to conflate consistently with the LiDAR data. Comparison to other orthoimagery the Intensity imagery is believed to be accurate to plus/minus 3 feet.
Not applicable
Intensity data, both in GEOTIFF image format and ASCII format will be available for the entire ESA/SAO project area. Intensity data is not available for the Puget Sound LiDAR Consortium portion of King County.
The ASCII data is variably-spaced and does not have a direct correlation to the pixel values in the image format. Further the ASCII values for the intensity data are stored in separate files than the ASCII elevation data files without any key relationship so any correlation between intensity and elevation must be done on a spatial coincidence. All x,y locations in the ASCII records do contain an intensity value.
Are there legal restrictions on access or use of the data?
- Access_Constraints:
- Certain processing and data handling charges for necessary cost recovery may apply to obtaining this data. Access to raw mass point files is by special request and request evaluation only.
- Use_Constraints:
- The intensity imagery and ASCII files are considered an important, yet secondary, product to the primary elevation models obtained from the project. The imagery, though having similarities to panchromatic orthophotography, does not provide the level of tonal difference resolution that true visible spectrum photography will provide. The intensity imagery and ASCII files are intended for integrated use with the LiDAR elevation model data rather than as purely stand-alone products.
Dennis Higgins
King County GIS Center, Client Services
Manager, Client Services Division
201 S Jackson St, Suite 706
Seattle, WA 98104
USA
206-263-4523 (voice)
LiDAR First Return Intensity data TIFF format, LiDAR First Return Intensity data ASCII format, LiDAR Last Return Intensity data TIFF format, LiDAR Last Return Intensity data ASCII format,
King County disclaims any warranty of use of any digital product or data beyond that for which it was designed.
| Data format: | TIF, JP2, ASCII |
|---|---|
| Network links: |
\\gisdw\kclib\plibrary3\idxptrmbr\intensity_firstret (jp2 image data) \\gisdw\kclib\plibrary3\idxptrmbr\intensity_lastret (jp2 image data) \\gisdw\kclib\plibrary3\idxp7500\intensity_firstret (tif image data) \\gisdw\kclib\plibrary3\idxp7500\intensity_lastret (tif image data) \\gisdw\kclib\plibrary3\idxp7500\lri_ascii (ASCII data) \\gisdw\kclib\plibrary3\idxp7500\fri_ascii (ASCII data) |
| Media you can order: |
CD-R, DVD+R
(format CD: Read-only, DVD: DVD+R read-only)
|
Contact KCGIS Client Services <http://www.metrokc.gov/gis/services/> for cost of reproduction and delivery
Michael Leathers
King County GIS Center
GIS Data Coordinator
201 S Jackson St, Suite 706
Seattle, WA 98104
USA
206-263-4863 (voice)
mike.leathers@metrokc.gov