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farming, Digital Ortho rectified Image, Mosaic, Quarter Quadrangle Centered, Ortho Rectification, Compression, MrSID, JPEG 2000, NAIP, Compliance, Aerial Compliance
The NAIP imagery is available for distribution within 60 days of the end of a flying season and is intended to provide current information of agricultural conditions in support of USDA farm programs. For USDA Farm Service Agency, the 1 meter GSD product provides an ortho image base for Common Land Unit boundaries and other data sets. The NAIP imagery is generally acquired in projects covering full states in cooperation with state government and other federal agencies who use the imagery for a variety of purposes including land use planning and natural resource assessment. The NAIP is also often used for disaster response.
This data set contains imagery from the National Agriculture Imagery Program (NAIP). The NAIP acquires 4-band digital ortho imagery from airbourne and/or space based platforms during the agricultural growing seasons in the U.S.. A primary goal of the NAIP program is to enable availability of ortho imagery within sixty days of acquisition. The NAIP provides 1 meter GSD ortho imagery rectified within +/- 6 meters to true ground at a 95% confidence level. The tiling format of NAIP imagery is based on a 3.75' x 3.75' quarter quadrangle with a 300 (plus or minus 30) pixel buffer on all four sides. The NAIP imagery is formatted to the UTM coordinate system using the North American Datum of 1983 (NAD83). The NAIP imagery may contain as much as 10% cloud cover per tile. This file was generated by compressing NAIP imagery that cover the county extent. Two types of compression may be used for NAIP imagery: MrSID and JPEG 2000. Target value for the compression ratio for 1 meter GSD is (15:1).
There are no credits for this item.
None. The USDA-FSA Aerial Photography Field Office asks to be credited in derived products.
West | -90.018020 | East | -89.297780 |
North | 33.324183 | South | 32.857612 |
There is no scale range for this item.
ArcGIS Metadata ►
CONTENT TYPE Downloadable Data
TITLE Attala12.sid
PRESENTATION FORMATS * digital map
DATASET LANGUAGES * English (UNITED STATES)
SPATIAL REPRESENTATION TYPE * grid
PROCESSING ENVIRONMENT Microsoft Windows 7 Version 6.1 (Build 7601) Service Pack 1; Esri ArcGIS 10.1.1.3143
CREDITS
ARCGIS ITEM PROPERTIES
NAME Attala12.sid
LOCATION file://E:\NAIP12\Imagery\Attala12.sid
EXTENT
GEOGRAPHIC EXTENT
BOUNDING RECTANGLE
EXTENT TYPE Extent used for searching
WEST LONGITUDE -90.018020
EAST LONGITUDE -89.297780
NORTH LATITUDE 33.324183
SOUTH LATITUDE 32.857612
EXTENT CONTAINS THE RESOURCE Yes
EXTENT IN THE ITEM'S COORDINATE SYSTEM
WEST LONGITUDE 219004.000000
EAST LONGITUDE 285019.000000
EXTENT CONTAINS THE RESOURCE Yes
CONSTRAINTS LIMITATIONS OF USE
None. The USDA-FSA Aerial Photography Field Office asks to be credited in derived products.
ARCGIS COORDINATE SYSTEM
TYPE Projected
GEOGRAPHIC COORDINATE REFERENCE GCS_North_American_1983
PROJECTION NAD_1983_UTM_Zone_16N
COORDINATE REFERENCE DETAILS
PROJECTED COORDINATE SYSTEM
WELL-KNOWN IDENTIFIER 26916
X ORIGIN -5120900
Y ORIGIN -9998100
XY SCALE 450445547.3910538
Z ORIGIN -100000
Z SCALE 10000
M ORIGIN -100000
M SCALE 10000
XY TOLERANCE 0.001
Z TOLERANCE 0.001
M TOLERANCE 0.001
HIGH PRECISION true
LATEST WELL-KNOWN IDENTIFIER 26916
WELL-KNOWN TEXT
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alse_easting",500000.0],PARAMETER["false_northing",0.0],PARAMETER["central_meridian",- 87.0],PARAMETER["scale_factor",0.9996],PARAMETER["latitude_of_origin",0.0],UNIT["Meter",1. 0],AUTHORITY["EPSG",26916]]
REFERENCE SYSTEM IDENTIFIER
VALUE 26916
CODESPACE EPSG
VERSION 7.11.2
GEORECTIFIED GRID ►
NUMBER OF DIMENSIONS 2
AXIS DIMENSIONS PROPERTIES
DIMENSION TYPE column (x-axis)
DIMENSION SIZE 66015
RESOLUTION 1.000000 Meter
AXIS DIMENSIONS PROPERTIES
DIMENSION TYPE row (y-axis)
DIMENSION SIZE 50109
RESOLUTION 1.000000 Meter
CELL GEOMETRY area
POINT IN PIXEL center
TRANSFORMATION PARAMETERS ARE AVAILABLE Yes
CHECK POINTS ARE AVAILABLE No
CORNER POINTS
ARCGIS RASTER PROPERTIES ►
GENERAL INFORMATION
PIXEL DEPTH 8
COMPRESSION TYPE Wavelet (MG3)
NUMBER OF BANDS 3
RASTER FORMAT MrSID
SOURCE TYPE continuous
PIXEL TYPE unsigned integer
HAS COLORMAP No
HAS PYRAMIDS Yes
IMAGE DESCRIPTION
TYPE OF INFORMATION image
BAND INFORMATION
DESCRIPTION Band_1
MAXIMUM VALUE 235.000000
MINIMUM VALUE 0.000000
NUMBER OF BITS PER VALUE 8
BAND INFORMATION
DESCRIPTION Band_2
MAXIMUM VALUE 221.000000
MINIMUM VALUE 0.000000
NUMBER OF BITS PER VALUE 8
BAND INFORMATION
DESCRIPTION Band_3
MAXIMUM VALUE 191.000000
MINIMUM VALUE 0.000000
NUMBER OF BITS PER VALUE 8
DISTRIBUTION FORMAT
NAME Raster Dataset
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ALIAS OID
DATA TYPE OID
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FIELD DESCRIPTION
Internal feature number.
DESCRIPTION SOURCE
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FIELD Value ►
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FIELD Value ►
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FIELD Count ►
ALIAS Count
DATA TYPE Integer
WIDTH 0
PRECISION 0
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OVERVIEW DESCRIPTION ►
ENTITY AND ATTRIBUTE OVERVIEW 24-bit pixels, 3 band color (RGB) values 0 - 255
ENTITY AND ATTRIBUTE DETAIL CITATION None
METADATA LANGUAGE English (UNITED STATES)
METADATA CHARACTER SET 8859part1 - Latin alphabet No. 1
SCOPE OF THE DATA DESCRIBED BY THE METADATA * dataset
SCOPE NAME * dataset
LAST UPDATE 2013-04-11
ARCGIS METADATA PROPERTIES
METADATA FORMAT ESRI-ISO
LAST MODIFIED IN ARCGIS FOR THE ITEM 2013-04-11 09:38:57
AUTOMATIC UPDATES
LAST UPDATE 2013-04-11 09:38:57
FGDC Metadata
Identification ►
CITATION
CITATION INFORMATION
ORIGINATOR USDA-FSA Aerial Photography Field Office
PUBLICATION DATE 2012-09-14
TITLE
ortho_1-1_1n_s_ms007_2012_1
PUBLICATION INFORMATION
PUBLICATION PLACE Salt Lake City, Utah
PUBLISHER USDA FSA Aerial Photography Field Office
DESCRIPTION ABSTRACT
This data set contains imagery from the National Agriculture Imagery Program (NAIP). The NAIP acquires 4-band digital ortho imagery from airbourne and/or space based platforms during the agricultural growing seasons in the U.S.. A primary goal of the NAIP program is to enable availability of ortho imagery within sixty days of acquisition. The NAIP provides 1 meter GSD ortho imagery rectified within +/- 6 meters to true ground at a 95% confidence level. The tiling format of NAIP imagery is based on a 3.75' x 3.75' quarter quadrangle with a 300 (plus or minus 30) pixel buffer on all four sides. The NAIP imagery is formatted to the UTM coordinate system using the North American Datum of 1983 (NAD83). The NAIP imagery may contain as much as 10% cloud cover per tile. This file was generated by compressing NAIP imagery that cover the county extent. Two types of compression may be used for NAIP imagery: MrSID and JPEG 2000. Target value for the compression ratio for 1 meter GSD is (15:1).
PURPOSE
The NAIP imagery is available for distribution within 60 days of the end of a flying season and is intended to provide current information of agricultural conditions in support of USDA farm programs. For USDA Farm Service Agency, the 1 meter GSD product provides an ortho image base for Common Land Unit boundaries and other data sets. The NAIP imagery is generally acquired in projects covering full states in cooperation with state government and other federal agencies who use the imagery for a variety of purposes including land use planning and natural resource assessment. The NAIP is also often used for disaster response.
TIME PERIOD OF CONTENT TIME PERIOD INFORMATION SINGLE DATE/TIME
CALENDAR DATE 2012-09-14
CURRENTNESS REFERENCE
Photography Source Image Dates.
STATUS
PROGRESS Complete
MAINTENANCE AND UPDATE FREQUENCY Irregular
SPATIAL DOMAIN BOUNDING COORDINATES
WEST BOUNDING COORDINATE -90.005415 EAST BOUNDING COORDINATE -89.307556 NORTH BOUNDING COORDINATE 33.316645 SOUTH BOUNDING COORDINATE 32.870728
KEYWORDS
THEME
THEME KEYWORD THESAURUS None
THEME KEYWORD farming
THEME KEYWORD Digital Ortho rectified Image
THEME KEYWORD Mosaic
THEME KEYWORD Quarter Quadrangle Centered
THEME KEYWORD Ortho Rectification THEME KEYWORD Compression THEME KEYWORD MrSID
THEME KEYWORD JPEG 2000
THEME KEYWORD NAIP
THEME KEYWORD Compliance
THEME KEYWORD Aerial Compliance
PLACE
PLACE KEYWORD THESAURUS Geographic Names Information System
PLACE KEYWORD Attala CO., MS FSA
PLACE KEYWORD FIPS 28007
PLACE KEYWORD Attala
PLACE KEYWORD Mississippi
None
ACCESS CONSTRAINTS
USE CONSTRAINTS
None. The USDA-FSA Aerial Photography Field Office asks to
be credited in derived products.
POINT OF CONTACT CONTACT INFORMATION
CONTACT ORGANIZATION PRIMARY
CONTACT ORGANIZATION USDA-FSA Aerial Photography Field Office
CONTACT ADDRESS
ADDRESS TYPE mailing and physical address
ADDRESS 2222 West 2300 South
CITY Salt Lake City
STATE OR PROVINCE Utah POSTAL CODE 84119-2020 COUNTRY UNITED STATES
CONTACT VOICE TELEPHONE 801-844-2922
CONTACT FACSIMILE TELEPHONE 801-956-3653
BROWSE GRAPHIC BROWSE GRAPHIC FILE NAME None BROWSE GRAPHIC FILE DESCRIPTION
None
BROWSE GRAPHIC FILE TYPE None
NATIVE DATA SET ENVIRONMENT
Microsoft Windows NT 6.1.7601 Service Pack 1F
Data Quality ►
LOGICAL CONSISTENCY REPORT
NAIP 3.75 minute tile file names are based on the USGS quadrangle naming convention.
COMPLETENESS REPORT
None
POSITIONAL ACCURACY
HORIZONTAL POSITIONAL ACCURACY HORIZONTAL POSITIONAL ACCURACY REPORT
Compiled to meet 6 meters horizontal accuracy at 95 percent confidence level.
VERTICAL POSITIONAL ACCURACY VERTICAL POSITIONAL ACCURACY REPORT
N/A 2d only
LINEAGE
SOURCE INFORMATION SOURCE CITATION CITATION INFORMATION
ORIGINATOR USDA-FSA Aerial Photography Field Office
PUBLICATION DATE 2012-09-14
TITLE
Attala CO, MS
SOURCE SCALE DENOMINATOR 12000
TYPE OF SOURCE MEDIA External media types
SOURCE TIME PERIOD OF CONTENT TIME PERIOD INFORMATION
SINGLE DATE/TIME
CALENDAR DATE 2012-09-14
SOURCE CURRENTNESS REFERENCE
Majority Aerial Photography Date
SOURCE CITATION ABBREVIATION
NAIP
SOURCE CONTRIBUTION
Mosaicked County Image
PROCESS STEP PROCESS DESCRIPTION
Flight planning was performed in IGIPlan from IGI over a buffered boundary covering DOQQ extents provided by the USDA. A 500m reduced resolution NED DEM file was used to determine ground heights. A targeted flight altitude of approximately 30,000 feet above ground level was used. A minimum forward overlap of 60% and minimum side overlap of 30% were used. No ground elevation in the project area resulted in source pixel dimensions greater than 1.05m or less than 0.5m. Cessna Conquest aircraft were used for acquisition. Multiple Intergraph Digital Mapping Camera (DMC) systems where utilized in the data capture. The DMC is a digital frame camera that produces a central perspective image with a nominal focal length of 120mm projecting an image on a virtual CCD measuring 13,824 by 7,680 pixels. The pixels are 12um by 12 um. Images from four panchromatic cameras modules, each with a 120mm lens projecting an image on a 7,168 by 4,096 CCD, are assembled to create the virtual frame. Images captured simultaneously from four 3,072 by 2,048 pixel multispectral (MS) cameras with 30mm lenses produce red, green, blue and near infrared images. These MS images are matched to the Pan virtual image using the Post Processing Software from Intergraph. All DMC systems used for capture have been calibrated by the manufacturer. The calibration includes measuring the radiometric and geometric properties of each camera. These data are used in the Post Processing Software to eliminate the radiometric and geometric distortion. The raw captured pixel resolution of the panchromatic virtual frame ranges from 0.60m to 1.04m across the project area depending on terrain height. Each pixel is assigned a 12 bit digital number (DN) by the analog to digital conversion performed after each exposure. Each pixel is resampled during orthorectification to an output resolution of 1m at a bit depth of 8 for each image band. Four bands of data were captured for each image; Blue: 400-580 nm, Green: 500-650 nm, Red: 590-675 nm and Near infrared: 675-850 nm. The final product may only include the RGB data. All aerial imagery was collected with associated GPS data. When possible most imagery will also include IMU data collection. GPS/IMU data were captured with either an Applanix POS 510 system or IGI AEROControl. The GPS data was utilized to control the aerial triangulation process. All imagery was processed through an aerial triangulation in which the airborne GPS data was constrained to expected limits. Analysis was performed to assure that all image frames fit within a strip and between strips by evaluating the image and airborne GPS residuals. The final adjustments assure a high quality relative adjustment and a high quality absolute adjustment limited to the airborne GPS data accuracy. This process assures the final absolute accuracy of all geopositioned imagery. Both signalized and photo identified ground control were used to QC and control the IMU/GPS based aerial triangulation bundle block solution. For each project area the latest NED was downloaded from the USGS National Map Seamless Server website in late Spring 2012. Thirty Meter NED was used in all cases, and preferred over the available ten meter spacing to minimize image smearing and distortions that are exacerbated by a finer, but not more accurate DEM. A visual inspection of the NED using color cycled classification by elevation and a shaded relief
was performed to check for gaps, corruption and gross errors. When available the NED was compared to known higher quality elevation sources to detect flaws. Between 20-60 construction points per frame derived from conjugant image measurements performed during aerial triangulation were projected to the NED. The predicted horizontal error for each point was added as an attribute in the SURDEX enterprise database. An operator reviews ortho seams in areas these predicted errors indicate horizontal error in excess of the contract specifications. Any imagery errors introduced by source NED required patching from an alternate DEM or frame of photography with a different perspective. Hardware used included the DMC, various brands of survey grade GPS receivers, various brands and models of computers, RAID5/6 storage, calibrated monitors, various brands of monitor calibration colorimeters. Software included Intergraph Post Processing Software (PPS) to handle camera raw images processed to virtual frame panchromatic images and four band multispectral images. SURDEX software was used to color correct and remove bidirectional reflectance, vignetting and other illumination trends. USDA APFO Image Metrics are measured and images corrected to conform to the Image Metrics using SURDEX software.
SURDEX software was then used to fuse the high resolution pan with the lower resolution multispectral image. This image was upsampled to match the pan resolution using bilinear interpolation and converted to a high resolution image via the Brovey Transform. GPS/IMU data was reduced to projected coordinates in the appropriate UTM zone using the Applanix or IGI office software. Aerial Triangulation was performed using Intergraph ImageStation Automatic Triangulation (ISAT), ImageStation Digital Mensuration (ISDM) and Photo-T bundle adjustment. SURDEX software was used to determine the weak points in the AT construction point distribution. SURDEX software was used to orthorectify the images.
SURDEX software was used to compare overlapping orthoimages and correct for minor radiometric variation between adjacent images. SURDEX software was used to calculate the optimal seam path, check seam topology and create master tiles. SURDEX ortho software generates occlusion/smear polygons used during seam review to cut in the best view of steep terrain. SURDEX software was used to visually inspect master tiles for seam and image defects. SURDEX software was used to project and cut final DOQQ image files from masters. SURDEX software was used to create CCM metadata. Lizardtech GeoExpress version 8.0.0.3065 was used to create the CCM image file. SURDEX software was used to measure horizontal error in the CCM. SURDEX software was used to perform final formatting, QC and naming of the DOQQ. USGS metadata parser software was used to validate the metadata. Various versions of Microsoft Windows were used in all phases of production. For Radiometry, SURDEX Grouping Tool was used to display large groups of images, display individual and group histograms, and develop color correction parameters to adjust image DN. Grouping Tool provides real-time updates of the USDA APFO Image Metrics. The image technician adjusts image correction parameters to bring the radiometric characteristics of large groups of raw images within the Image Metrics ranges. Grouping Tool was used again after DOQQ and CCM production to provide a quality assurance check. Individual DOQQ and CCM may not meet the USDA APFO Image
Metrics ranges due to land cover. The goal is to have the state as a whole meet the Image Metrics. To validate the accuracy of the block adjustment derived from GPS/IMU, camera parameters and conjugate point measurements, approximately 30-40 photo identifiable ground control points were field surveyed within each State. These points were surveyed using GPS techniques to produce coordinates that are accurate to +/- 0.25 meters RMSE in XYZ.
The GPS surveying techniques utilized assured that the coordinates are derived in the required project datum and relative to an approved National Reference System. Each derived control point was surveyed in a static fashion with a minimum of three NGS CORS sites. A constrained least square adjustment was performed holding the CORS sites as control and deriving the final coordinates of the photo identifiable points. The photo identifiable control points were measured on multiple photographs but not constrained in the
final AT solution in order for them to be used in an independent final QC of positional accuracy.
After the checkpoint run, the residual errors were reviewed to determine the quality of the solution with only GPS and IMU based initial exterior orientation.
If the block does not fit the control points within specifications the pass and tie points were reviewed for blunders and weak areas. If, after these corrections were made, the block still does not fit the control well the GPS and IMU processing were reviewed. Once the block has proper statistics and fits the control to specifications, the final bundle adjustment was made. SURDEX software was used to predict the horizontal error that results from DEM error using AT construction points projected to the NED ground elevation. As AT points are frequently on man-made and other vertical features not included in the DEM, these ortho points can only be used to indicate regions of error by the clusters of points that predict excessive horizontal displacement. SURDEX software was used to measure a minimum of 20 points on the new 2012 CCM and an alternate product obtained from the USDA Data Gateway to determine if there were regions of the CCM required further review to ensure absolute accuracy specifications were met. If these areas were found, the source of the error was corrected and the DOQQ and CCM were recreated. All products are reviewed by independent personnel prior to delivery. The delivery is checked for omissions, commissions, naming, formatting, specification compliance and data integrity.
PROCESS DATE 2012-09-14
Spatial Data Organization ►
INDIRECT SPATIAL REFERENCE METHOD
Attala CO, Mississippi
DIRECT SPATIAL REFERENCE METHOD Raster
RASTER OBJECT INFORMATION RASTER OBJECT TYPE Pixel
Spatial Reference ►
HORIZONTAL COORDINATE SYSTEM DEFINITION PLANAR
PLANAR COORDINATE INFORMATION
PLANAR COORDINATE ENCODING METHOD row and column
COORDINATE REPRESENTATION ABSCISSA RESOLUTION 1.0
ORDINATE RESOLUTION 1.0
PLANAR DISTANCE UNITS meters
GEODETIC MODEL
HORIZONTAL DATUM NAME North American Datum of 1983
ELLIPSOID NAME Geodetic Reference System 80
SEMI-MAJOR AXIS 6378137
DENOMINATOR OF FLATTENING RATIO 298.257
Entities and Attributes ►
DETAILED DESCRIPTION ENTITY TYPE
ENTITY TYPE LABEL Attala12.sid.vat
ATTRIBUTE
ATTRIBUTE LABEL OID
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ATTRIBUTE DEFINITION SOURCE Esri
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ATTRIBUTE
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ATTRIBUTE ATTRIBUTE LABEL Count
DETAILED DESCRIPTION ENTITY TYPE
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ENTITY TYPE LABEL Attala12.sid(Band_3).vat
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ATTRIBUTE DEFINITION
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OVERVIEW DESCRIPTION
ENTITY AND ATTRIBUTE OVERVIEW
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ENTITY AND ATTRIBUTE DETAIL CITATION
None
Distribution Information ►
DISTRIBUTOR
CONTACT INFORMATION CONTACT PERSON PRIMARY
CONTACT PERSON Supervisor Customer Service Section
CONTACT ORGANIZATION USDA-FSA Aerial Photography Field Office
CONTACT ADDRESS
ADDRESS TYPE mailing and physical address
ADDRESS 2222 West 2300 South
CITY Salt Lake City
STATE OR PROVINCE Utah POSTAL CODE 84119-2020 COUNTRY UNITED STATES
CONTACT VOICE TELEPHONE 801-844-2922
CONTACT FACSIMILE TELEPHONE 801-956-3653
RESOURCE DESCRIPTION None
DISTRIBUTION LIABILITY
In no event shall the creators, custodians, or distributors of this information be liable for any damages arising out of its use (or the inability to use it).
STANDARD ORDER PROCESS DIGITAL FORM
DIGITAL TRANSFER INFORMATION
FORMAT NAME Compressed County Mosaic
FORMAT INFORMATION CONTENT
Natural Color
DIGITAL TRANSFER OPTION ONLINE OPTION
COMPUTER CONTACT INFORMATION NETWORK ADDRESS
OFFLINE OPTION
OFFLINE MEDIA CD-ROM
RECORDING FORMAT ISO 9660
OFFLINE OPTION OFFLINE MEDIA DVD-R
RECORDING FORMAT ISO 9660
OFFLINE OPTION
OFFLINE MEDIA USB/Firewire/SATA External Hard Drive
RECORDING FORMAT NTFS
FEES Contact the USDA-FSA Aerial Photography Field Office for more information.
Metadata Reference ►
METADATA DATE 2012-09-14
METADATA CONTACT CONTACT INFORMATION
CONTACT ORGANIZATION PRIMARY
CONTACT ORGANIZATION USDA-FSA Aerial Photography Field Office
CONTACT ADDRESS
ADDRESS TYPE mailing and physical address
ADDRESS 2222 West 2300 South
CITY Salt Lake City
STATE OR PROVINCE Utah POSTAL CODE 84119-2020 COUNTRY UNITED STATES
CONTACT VOICE TELEPHONE 801-844-2922
METADATA STANDARD NAME Content Standard for Digital Geospatial Metadata
METADATA STANDARD VERSION FGDC-STD-001-1998