AN ELECTRONIC-PHOTOGRAMMETRIC
MEASURING AND MAPPING INSTRUMENT
William T. Pryor, Chief, Aerial Surveys Branch
Highway Standards and Design Division
Bureau of Public Roads, U. S. Department of Commerce
and
Joseph H. Watson, President
Watson Electronics and Engineering Company, Inc.
(Paper for the Tenth Congress of the International Society
for Photogrammetry, Lisbon, Portugal, September 7-19, 1964)
ABSTRACT
Among the needs of highway engineers is a versatile photogrammetric instrument
to aid in solution of the numerous problems which occur in highway engineering
utilization of photogrammetry.
Such an instrument is the «Omnistereomeasurer BPR,» an electronic measuring
and mapping system which utilizes all types and focal lengths of aerial photo
graphy for compilation of planimetric and topographic maps, for measurement of
profile and cross sections, and for the production of orthophotographs.
There is no working limit to the ratio between photography scale and mapping
scale; consequently, maps may be delineated and profile and cross sections drawn
at any practicable scale. Corrections are made automatically for lens distortions,
changes in photographic film dimensions, atmospheric refraction, and earth curva
ture. Pertinent data can be digitally recorded to fulfill requirements of all types
of electronic computers. One of the many advantages of this instrument system
is successive stereoscopic models may be viewed at any feasible enlargement scale
ratio, at the instrument or at any of several remote locations, by any number of
persons, as each model is measured or mapped.
Its flexibility and its reasonable initial, maintenance, and operational costs, along
with the ability to provide a variety of data for solution of many engineering pro
blems, large and small, will prove the «Omistereomeasurer BPR» to be a much
needed development for modern utilization of photogrammetry in engineering fields.
The Bureau of Public Roads of the U. S. Department of Commerce recognizes
many problems yet exist in the highway engineering utilization of photogrammetry.