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Black and White orthos

FGDC XML
Attribute Accuracy Report During photographic reproduction of the source photography, limited analog dodging is performed to improve image quality. Analog dodging consists of holding back light from certain areas of the sensitized photographic material to avoid overexposure. The diapositive is inspected to insure clarity and radiometric uniformity. Diapositive image brightness values are collected with a minimum of image quality manipulation. Image brightness values may deviate from brightness values of the original imagery due to image value interpolation during the scanning and rectification processes. Radiometry is verified by visual inspection of the digital orthophoto quadrangle with the original unrectified image to determine if the digital orthophoto has the same or better image quality as the original unrectified input image. Slight systematic radiometric differences can be detected between adjacent DOQ files due primarily to differences in source photography capture dates and sun angles of aerial photography along flight lines. These differences can be observed in an image's general lightness or darkness when compared to adjacent DOQ file coverages.
Logical Consistency Report All DOQ header data and image file sizes are validated by the Tape Validation System (TVS) software prior to archiving in the National Digital Cartographic Data Base (NDCDB). This validation procedure assures correct physical format and field values for header record elements. Logical relationships between header record elements are tested.
Completeness Report All DOQ imagery is visually inspected for completeness to ensure that no gaps, or image misplacement exist in the 3.75' image area or in overedge coverage. DOQ images may be derived by mosaicking multiple images, in order to insure complete coverage. All DOQs are cloud free within the 3.75' image area. Some clouds may, very infrequently, be encountered only in the overedge coverage. Source photography is leaf-off in deciduous vegetation regions. Void areas having a radiometric value of zero and appearing black may exist. These are areas for which no photographic source is available or result from image transformation from other planimetric systems to the Universal Transverse Mercator (UTM). In the latter case, the void sliver areas are on the outside edges of the overedge area. The data set field content of each DOQ header record element is validated to assure completeness prior to archiving in the NDCDB.
Horizontal Positional Accuracy Report The DOQ horizontal positional accuracy and the assurance of that accuracy depend, in part, on the accuracy of the data inputs to the rectification process. These inputs consist of the digital elevation model (DEM),aerotriangulation control and methods, the photo source camera calibration, scanner calibration, and aerial photographs that meet National Aerial Photography Program (NAPP) standards. The vertical accuracy of the verified USGS format DEM is equivalent to or better than a USGS level 1 or 2 DEM, with a root mean square error (RMSE) of no greater than 7.0 meters. Field control is acquired by third order class 1 or better survey methods sufficiently spaced to meet National Map Accuracy Standards (NMAS) for 1:12,000-scale products. Aerial cameras have current certification from the USGS, National Mapping Division, Optical Science Laboratory. Test calibration scans are performed on all source photography scanners.
Horizontal Positional Accuracy Value 10
Horizontal Positional Accuracy Explanation Field control is acquired by third order class 1 or better survey methods sufficiently spaced to meet National Map Accuracy Standards (NMAS) for 1:12,000-scale products. Aerial cameras have current certification from the USGS, National Mapping Division, Optical Science Laboratory. Test calibration scans are performed on all source photography scanners.
Vertical Positional Accuracy Report The DOQ accuracy depend, in part, on the accuracy of the data inputs to the rectification process. These inputs include digital elevation models (DEM).
Vertical Positional Accuracy Value 7
Vertical Positional Accuracy Explanation DEM aerotriangulation control and methods, the photo source camera calibration, scanner calibration, and aerial photographs that meet National Aerial Photography Program (NAPP) standards. The vertical accuracy of the verified USGS format DEM is equivalent to or better than a USGS level 1 or 2 DEM, with a root mean square error (RMSE) of no greater than 7.0 meters.
Source Scale Denominator 250000
Type of Source Media digital tape media
Calendar Date 1995
Time of Day Unknown
Source Currentness Reference publication date
Source Citation Abbreviation 250kdem
Source Contribution Elevation data in the form of an ortho-DEM regridded to user-specified intervals and bounds.
Source Scale Denominator 40000
Type of Source Media paper and online
Beginning Date 19870101
Beginning Time Unknown
Ending Date Present
Ending Time Unknown
Source Currentness Reference publication date
Source Citation Abbreviation napp
Source Contribution Panchromatic black and white (or color infra-red) NAPP or NAPP-like photograph. NAPP photographs are centered on the DOQ coverage area.
Source Scale Denominator 12000
Type of Source Media CD-ROM
Beginning Date 1997
Beginning Time Unknown
Ending Date Present
Ending Time Unknown
Source Currentness Reference publication date
Source Citation Abbreviation doqq
Source Contribution DOQQs were appended to assemble MEGIS tiled MEDOQs.
Process Description The production procedures, instrumentation, hardware and software used in the collection of standard USGS DOQs vary depending on systems used at the contract, cooperator or USGS production sites. The majority of DOQ datasets are acquired through government contract. The process step describes, in general, the process used in the production of standard USGS DOQ data sets. The rectification process requires, as input, a user parameter file to control the rectification process, a digital elevation model (DEM1) gridded to user specified bounds, projection, zone, datum and X-Y units, a scanned digital image file (PHOTO1) covering the same area as the DEM, ground X-Y-Z point values (CONTROL_INPUT) and their conjugate photo coordinates in the camera coordinate system, and measurements of the fiducial marks (CAMERA_INPUT) in the digitized image. The camera calibration report (CAMERA_INPUT) provides the focal length of the camera and the distances in millimeters from the camera's optical center to the camera's 8 fiducial marks. These marks define the frame of reference for spatial measurements made from the photograph. Ground control points (CONTROL_INPUT) acquired from ground surveys or developed in aerotriangulation, are third order class 1 or better, and meet National Map Accuracy Standard (NMAS) for 1:12,000-scale. Ground control points are in the Universal Transverse Mercator or the State Plane Coordinate System on NAD83. Horizontal and vertical residuals of aerotriangulated tie-points are equal to or less than 2.5 meters. Standard aerotriangulation passpoint configuration consists of 9 ground control points, one near each corner, one at the center near each side and 1 near the center of the photograph, are used. The conjugate positions of the ground control points on the photograph are measured and recorded in camera coordinates. The raster image file (PHOTO_1) is created by scanning an aerial photograph film diapositive with a precision image scanner. An aperture of approximately 25 to 32 microns is used, with an aperture no greater than 32 microns permitted. Using 1:40,000-scale photographs, a 25-micron scan aperture equates to a ground resolution of 1-meter. The scanner converts the photographic image densities to gray scale values ranging from 0 to 255 for black and white photographs. Scan files with ground resolution less than 1 meter or greater than 1 meter but less than 1.28 meters are resampled to 1 meter. The principal elevation data source (DEM1) are standard DEM datasets from the National Digital Cartographic Data Base (NDCDB). DEMs that meet USGS standards are also produced by contractors to fulfill DOQ production requirements and are subsequently archived in the NDCDB. All DEM data is equivalent to or better than USGS DEM standard level 1. The DEM used in the production of DOQs generally has a 30-meter grid post spacing and possesses a vertical RMSE of 7-meters or less. A DEM covering the extent of the photograph is used for the rectification. The DEM is traversed from user-selected minimum to maximum X-Y values and the DEM X-Y-Z values are used to find pixel coordinates in the digitized photograph using transformations mentioned above. For each raster image cell subdivision, a brightness or gray-scale value is obtained using nearest neighbor, bilinear, or cubic convolution resampling of the scanned image. The pixel processing algorithm is indicated in the header file. An inverse transformation relates the image coordinates referenced to the fiducial coordinate space back to scanner coordinate space. For those areas for which a 7.5-minute DEM is unavailable and relief differences are less than 150 feet, a planar-DEM(slope-plane substitute grid) may be used.
Source Used Citation Abbreviation 250kdem
Source Used Citation Abbreviation napp
Source Produced Citation Abbreviation doqq
Contact Organization (USGSGNIS) US Geological Survey
Contact Position Chief, Geographic Names Information Section
Address Type mailing and physical address
Address 523 National Center
City Reston
State or Province VA
Postal Code 20192
Country USA
Contact Voice Telephone (703) 648-4551
Contact Electronic Mail Address rwrocest@usgs.gov
Process Description Rectification Process: The photo control points and focal length are iteratively fitted to their conjugate ground control points using a single photo space resection equation. From this mathematical fit is obtained a rotation matrix of constants about the three axes of the camera. This rotation matrix can then be used to find the photograph or camera coordinates of any other ground X-Y-Z point. Next a two dimensional fit is made between the measured fiducial marks on the digitized photograph and their conjugate camera coordinates. Transformation constants are developed from the fit and the camera or photo coordinates are used in reverse to find their conjugate pixel coordinates on the digitized photograph.
Contact Organization (USGSGNIS) US Geological Survey
Contact Position Chief, Geographic Names Information Section
Address Type mailing and physical address
Address 523 National Center
City Reston
State or Province VA
Postal Code 20192
Country USA
Contact Voice Telephone (703) 648-4551
Contact Electronic Mail Address rwrocest@usgs.gov
Process Description Quality Control: All data is inspected according to a quality control plan. DOQ contractors must meet DOQ standards for attribute accuracy, logical consistency, data completeness and horizontal positional accuracy. During the initial production phase, all rectification inputs and DOQ data sets are inspected for conformance to standards. After a production source demonstrates high quality, inspections will be made to 10% of delivery lots (40 DOQs per lot). All DOQs are visually inspected for gross positional errors and tested for physical format standards.
Contact Organization (USGSGNIS) US Geological Survey
Contact Position Chief, Geographic Names Information Section
Address Type mailing and physical address
Address 523 National Center
City Reston
State or Province VA
Postal Code 20192
Country USA
Contact Voice Telephone (703) 648-4551
Contact Electronic Mail Address rwrocest@usgs.gov
Process Description The Maine Office of GIS used the MrSid Workstation Geospatial Encoder 1.3.1 from Lizardtech, Inc. (http://www.lizardtech.com/index.html), to compress and mosaic the USGS DOQs. The USGS DOQs were copied to the Maine Office of GIS server and then the four quarter quads (DOQQs) that make up one quad were added into MrSid to compress and mosaic together. All images were compressed using the same tolerances in MrSid: a target compression ratio of 12:1, 5 zoom levels, a target thumbnail of 500 pixels, and a block size of 512. The typical input of the four quarter quads added up to approximately 165MB and the typical MrSid output was approximately 12.5MB per quad. The majority of the images were viewed before the mosaic process was completed so the best order to overlap the images that would result in the least of amount of data loss in overlapping areas could be determined. Due to the time-consuming nature of this image comparison procedure it was not performed on all images. MrSid images were created so that MEGIS could store all of the available images on the MEGIS server and also to provide a manageable data size for distribution from the MEGIS website.
Source Used Citation Abbreviation doqq
Process Date 20001116
Contact Organization (MEGIS) Maine Office of Geographic Information Systems
Contact Person David Kirouac
Address Type mailing and physical address
Address MEGIS174 SHS
City Augusta
State or Province ME
Postal Code 04330
Country USA
Contact Voice Telephone (207) 215-6936
Contact Electronic Mail Address david.kirouac@maine.gov
Hours of Service 8:00 AM - 4:00 PM
Process Description The MrSid DOQ image (MEDOQ) for the Monhegan Quad has been updated. The southern half of the older image was registered incorrectly and we recently received replacement images from USGS.
Process Date 20020902
Contact Organization (MEGIS) Maine Office of Geographic Information Systems
Contact Person David Kirouac
Address Type mailing and physical address
Address MEGIS174 SHS
City Augusta
State or Province ME
Postal Code 04330
Country USA
Contact Voice Telephone (207) 215-6936
Contact Electronic Mail Address david.kirouac@maine.gov
Hours of Service 8:00 AM - 4:00 PM
Cloud Cover 0
Indirect Spatial Reference 628 image mosaic Maine
Direct Spatial Reference Method Raster
Raster Object Type Pixel
Row Count 492758
Column Count 334280
Grid Coordinate System Name 
UTM Zone Number 19
Scale Factor at Central Meridian 0.9996
Longitude of Central Meridian -69
Latitude of Projection Origin 0
False Easting 500000
False Northing 0
Planar Coordinate Encoding Method 
Abscissa Resolution 1
Ordinate Resolution 1
Horizontal Datum Name North American Datum of 1983
Ellipsoid Name Geodetic Reference System 80
Semi-major Axis 6378137
Denominator of Flattening Ratio 298.257
Contact Organization Maine Office of Geographic Information Systems
Contact Position GIS Coordinator
Address Type mailing address
Address State House Station 174
City Augusta
State or Province ME
Postal Code 04333-0174
Country USA
Contact Voice Telephone (207) 624-7700
Contact Facsimile Telephone (207) 287-3842
Hours of Service Monday through Friday 0800 - 1700 EST
Distribution Liability Users must assume responsibility to determine the usability of this data for their purposes.
Format Name WMS
Format Version Number 1.1
Format Specification OpenGIS (OGC) Web Map Service (WMS)
[accinstr]  The Maine Office of GIS and the GeoLibrary Board provide web mapping services to distribute aerial photos and other digital data. A WMS is not a web application which you can see in a web browser; rather, it requires you to add the service to a GIS software application.
[smdistty]  1
Fees None
Ordering Instructions http://www.maine.gov/geolib/wms.htm
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