Technical Papers of the American Congress on Surveying and Mapping Fall Technical Meeting, Niagara Falls, NY, Oct. 7-10, 1980 |
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Page 56
... PADS asks for information . ing this initilization , the gyro comes up to speed and the PADS performs some internal operations . Dur- When the PADS is ready , it will ask for the spheroid and zone . The parameters for seven spheroids ...
... PADS asks for information . ing this initilization , the gyro comes up to speed and the PADS performs some internal operations . Dur- When the PADS is ready , it will ask for the spheroid and zone . The parameters for seven spheroids ...
Page 56
... PADS PADS Mounted in OH - 58C Helicopter . In the second opera- tional mode the PADS was first mounted in the jeep for ini- tializing and updating at a known control station near the helicopter landing site . The PADS was then ...
... PADS PADS Mounted in OH - 58C Helicopter . In the second opera- tional mode the PADS was first mounted in the jeep for ini- tializing and updating at a known control station near the helicopter landing site . The PADS was then ...
Page 56
... PADS was unable to compensate . UPDATE POSITION ELEVATION 10 min 5.88M CEP Div Arty Survey - AZIMUTH .083 PE 1.13M PE Figure 7 . Jeep and PADS in Cargo Helicopter CONCLUSIONS The PADS was found to be an extremely easy system to use ...
... PADS was unable to compensate . UPDATE POSITION ELEVATION 10 min 5.88M CEP Div Arty Survey - AZIMUTH .083 PE 1.13M PE Figure 7 . Jeep and PADS in Cargo Helicopter CONCLUSIONS The PADS was found to be an extremely easy system to use ...
Contents
LAND SURVEYS SESSION | 2 |
WHAT TO DO IF RETIRED | 7 |
AN ASTRONOMIC MERIDIAN FOR RURAL SURVEYS | 7 |
20 other sections not shown
Common terms and phrases
Academy accuracy acres ACSM adjustment angle point approximately automated azimuth boundary Cadastral Survey cartographic choroplethic map condominium contour control points control station coordinate constant County curve dasymetric dasymetric mapping data sets datum determined distance easement East Rutherford end points Engineering equation equipotential surface error field Figure formula geodetic networks geographic grants graphic Greenville County Guyot HALS high water line horizontal inertial surveying Land Surveying least squares line segments located mean high water meander line measured median line meters method monuments mylar National Geodetic Survey observations operating opposite shoreline overlay PADS Photogrammetry pin bar planning plat positions problems procedure Professional Land Surveyors radial survey scale sheet spatial standard storage surface Surveying and Mapping T.M. grids tape techniques tion topographic traverse unit Utano values vertical volume estimates zones