VOLUME 68, NUMBER 9
PHOTOGRAMMETRIC ENGINEERING & REMOTE SENSING
JOURNAL OF THE AMERICAN SOCIETY FOR PHOTOGRAMMETRY AND REMOTE SENSING
Cover Image
This image was taken by Pictometry on September 27, 2001 sixteen
days after the attacks on the World Trade Center and Pentagon using
a 2K by 3K digital
camera. It is controlled and geolocated allowing precise photogrammetric
measurements of structures and other objects. Numerous response organizations
and decision makers used this image and others provided by commercial and
government sources to direct search and recovery efforts as well as debris
removal. This image was taken from the east looking west. The remains of
World Trade Center Building 6 and part of World Trade Center Building 5
are visible at the right side of the image below the inset. The remaining
superstructure
of the North Tower is visible against Building 6 and extends into the debris
pile where the plaza for the World Trade Center once was. The oblique angle
afforded by these data complimented other remote sensing data collected
on a daily basis shortly after the attack. The NASA Stennis Space Center
worked
closely with the New York Governor's Office for Technology and the
Federal Emergency Management Agency (FEMA) to advise on remote sensing
missions and
assist in developing solutions to real-time problems during the response
effort. (See the Highlight
Article on page 870.)
Imagery courtesy of Pictometry. Layout and design by The NASA Stennis
Space Center.
A soft classification, used to provide information on sub-pixel land-cover
composition that may be used to direct the estimation of the location
of ground control points, is described.
We conclude that, while the amount of time required to edit and buffer
road coverages is significantly higher than that for traditional remote
sensing techniques, the improved thematic accuracy, spatial contiguity,
and potential future uses of the resulting dataset justifies its use
in a state-wide mapping program.
An algorithm using high-resolution airborne laser data for capturing
tree position, tree height, and crown diameter was evaluated using
field measurements.
Applying least-squares matching techniques to dense laserscanner data
in a TIN structure, strip discrepancies can be determined with centimeter
precision for the height coordinate and decimeter precision for the
planimetric coordinates.
The use of modern digital photogrammetric methods to automatically
determine the 3D cloud base from a newly developed ground-based stereo
imager system is presented.
Announcements
890 Call for Papers - ASPRS 2003 Annual Conference