Photogrammetry: Developments and Applications, 1959 |
Contents
NORTH DAKOTAS USE OF AERIAL INVENTORY FOR COUNTY | 1 |
A PHOTOGRAMMETRIC APPROACH TO HIGHWAY ROUTE LOCATION | 8 |
ADJUSTMENT OF PHOTOGRAMMETRIC SURVEYS | 21 |
3 other sections not shown
Common terms and phrases
65 percent abscissa accuracy of earthwork aerial inventory AIRCRAFT FLIGHT HEIGHT arithmetic mean C-factor centerline adjustment centerline profile compilation construction contour interval contour map cost datum plane double projection instruments E₁ earthwork quantities EFFECT OF ADJUSTMENT embankment quantities endlap and sidelap ENDLAP E2 equivalent vertical difference equivalent vertical error Error percent F2 survey field profile field survey Figure final line flight lines Graph ground crew h/H ratio HEIGHT H highest relief Interstate 84 Kelsh Killingly line of flight lowest relief map scale maximum endlap minimum North Dakota obtained pay quantities PERCENTAGE OF ENDLAP PERCENTAGE OF SIDELAP photogram photogrammetric cross-sections photogrammetric instruments photogrammetric surveys point of highest point of lowest Relative accuracy relief height road route S₁ S2 or E2 shown in Table SIDELAP S2 slope stakes square mile standard deviation stereomodel stereoplotter stereoscopic coverage systematic errors terrain data tilt total error vertical photographs width