The Surveying HandbookSpringer, 2013 M06 29 - 1270 páginas |
Contenido
1 | |
40 | |
Linear Measurements73 | 73 |
Linear MeasurementsEDM Instruments109 | 109 |
Angle MeasurementTransits and Theodolites129 | 129 |
Leveling175 | 175 |
Instrument Adjustments210 | 210 |
Traversing233 | 233 |
Instruments and Methods for Topographic Surveys and Construction Layout728 | 728 |
Control Surveys769 | 769 |
Construction Surveying791 | 791 |
Route Surveys828 | 828 |
Hydrographic Surveying867 | 867 |
Mining Surveys891 | 891 |
Land Surveys928 | 928 |
PublicLand Surveys957 | 957 |
Survey Drafting262 | 262 |
Triangulation296 | 296 |
Trilateration340 | 340 |
Geodesy390 | 390 |
Inertial and Satellite Positioning Surveys434 | 434 |
Survey Measurement Adjustments by Least Squares490 | 490 |
Field Astronomy for Azimuth Determinations538 | 538 |
Map Projections572 | 572 |
Plane Coordinate Systems599 | 599 |
Photogrammetry634 | 634 |
Slope Stakes and Earthwork667 | 667 |
Compass Surveying695 | 695 |
Optical Tooling1023 | 1023 |
Land Descriptions1044 | 1044 |
31 | 1056 |
Pretrial1078 | 1078 |
Courtroom Techniques1121 | 1121 |
Survey Business Management1140 | 1140 |
Surveying Charges Contracts and Liability1179 | 1179 |
Land Information Systems1207 | 1207 |
Surveying Profession Registration and Associations1240 | 1240 |
1248 | |
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Términos y frases comunes
accuracy adjustment alidade alignment axis azimuth backsight base line bearing bubble calculated catch point centerline circle compass computed construction control stations control surveys corner correction cross hairs curve datum determined difference direction dumpy level earth EDMI elevation ellipsoid equation equipment error example field notes geoid grade grid ground height horizontal control horizontal distance inertial instrument intersection land latitude length line of sight lode longitude map projections mark meridian method misclosure monuments observations offset operations orthometric height parallel plane plane coordinate system plotted plumb bob Polaris pole position precise procedure reading record reference reference ellipsoid rotation satellite scale screws shown in figure slope stake stadia standard stereoplotter surface surveyor tacheometers tacheometry tangent tape telescope theodolite topographic total station transit traverse triangulation tribrach trilateration tripod vernier vertical angle zone