2018 Coastal Mississippi NAIP Digital Ortho Photo Imagery

Flight planning was performed in Leica MissionPro over a

buffered boundary covering DOQQ extents provided by the USDA.

A 500m reduced resolution DEM file was used to determine

ground heights. A targeted flight altitude of approximately

21,000 feet above ground level for native 60cm image

acquisition with sidelap of 27% was used

for flight planning parameters. Five Cessna Conquests and

a Cessna 414 were utilized for acquisition, the seamline

shapefile clarifies which aircraft were used for a given area.

All aircraft were equipped with Leica

ADS100 systems where utilized for data

capture. The Leica ADS100 pushbroom sensor

has been calibrated by the manufacturer as well as validated

against a local calibration range. The calibration includes

measuring the radiometric and geometric properties of the

camera. These data are used in the Post Processing Software

to eliminate the radiometric and geometric distortion.

All aerial imagery was collected with associated GPS/IMU

data. ADS collection requires high quality IMU data for

processing and was critical for early access hosting of digital

data to the web for USDA interim access and review.

After early access web delivery was complete, all

imagery was triangulated using Leica XPro in which

the airborne GPS data was constrained to expected limits.

To validate the accuracy of the block adjustment derived from

GPS/IMU, sensor parameters and conjugate point measurements,

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.

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. 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.

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. Surdex

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 images within the Image

Metrics ranges. For each

project area the highest resolution DEM or LiDAR was

obtained and utilized for rectification of captured imagery.

A visual inspection of the final DEM using color cycled

classification by elevation and a shaded relief was performed

to check for gaps, corruption and gross errors.

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 DEM required patching from an alternate

perspective or strip of photography.

Processing hardware used included various brands of survey grade

GPS receivers, various brands and models of computers,

RAID6 storage, calibrated monitors, various brands of monitor

calibration colorimeters. Leica XPro was used for post

processing of ADS pushbroom data, triangulation and

orthorectification. SURDEX software was used to color correct

and remove bidirectional reflectance, vignetting and other

illumination trends.

Aerial Triangulation

and orthorectification was performed using Leica XPro. SURDEX

software was used to adjust 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

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 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. 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. All products are reviewed

by independent personnel prior to delivery.

The delivery is checked for omissions, commissions,

naming, formatting, specification compliance and data integrity