The Surveying HandbookSpringer Science & Business Media, 2012. gada 6. dec. - 971 lappuses The first edition of The Surveying Handbook, although a ground breaker, was widely accepted. However, surveying is a dynamic profession with each new development just one step ahead of the next, and updating became critical. In addition, the editors received constructive criticism about the first edition that needed to be addressed. So, while the objective of The Handbook remains intact, the logical evolution of the profession, along with the need to recognize constructive criticism, led to the second edition. chapters have been added on water boundaries, boundary law, and geodetic positioning New satellites. The chapter on land data systems was rewritten to provide a dramatic updating of information, thus broadening the coverage of The Handbook. The same may be said for the state plane coordinate chapter. The material on public lands and construction surveying was reorganized as well. Appendices were added to tabulate some information that was buried in the earlier edition in several places. Numerous other changes were incorporated to help the handbook retain its profession-wide scope, one step beyond the scope of an upper-division college textbook. Along with the most sophisticated techniques and equipment, the reader can find information on techniques once popular and still important. Four new authors are welcomed to the list of contributors: Grenville Barnes, R. B. Buckner, Donald A. Wilson, and Charles D. Ghilani. |
No grāmatas satura
1.–5. rezultāts no 62.
xv. lappuse
... Lines 18-8 Equidistant Projections 18-9 Azimuthal Projections 18-10 Equal - Area Projections 18-11 Conformal Projections 444 444 444 444 444 18-12 Simple Equidistant Projections 18-13 Projections for Plane Coordinate Systems Contents XV.
... Lines 18-8 Equidistant Projections 18-9 Azimuthal Projections 18-10 Equal - Area Projections 18-11 Conformal Projections 444 444 444 444 444 18-12 Simple Equidistant Projections 18-13 Projections for Plane Coordinate Systems Contents XV.
xvi. lappuse
... Plane Coordinate Systems 458 19-2-4 Referencing Surveys to the State Plane Coordinate System 460 19-2-5 Precision and Accuracy Needed in SPC Variables 19-2-6 Sample Traverse 465 467 19-2-7 Conversions Between Plane and Geodetic Coordinates ...
... Plane Coordinate Systems 458 19-2-4 Referencing Surveys to the State Plane Coordinate System 460 19-2-5 Precision and Accuracy Needed in SPC Variables 19-2-6 Sample Traverse 465 467 19-2-7 Conversions Between Plane and Geodetic Coordinates ...
xxviii. lappuse
... systems was rewritten to provide a dramatic updating of information , thus broadening the coverage of The Handbook . The same may be said for the state plane coordinate chapter . The material on public lands and construction surveying ...
... systems was rewritten to provide a dramatic updating of information , thus broadening the coverage of The Handbook . The same may be said for the state plane coordinate chapter . The material on public lands and construction surveying ...
xxx. lappuse
... plane coordinate systems , and data storage and retrieval methods at primary survey information sources have been modernized . The surveying profession is not static , but is constantly changing in response to modern technology ...
... plane coordinate systems , and data storage and retrieval methods at primary survey information sources have been modernized . The surveying profession is not static , but is constantly changing in response to modern technology ...
81. lappuse
Esat sasniedzis šīs grāmatas aplūkošanas reižu limitu.
Esat sasniedzis šīs grāmatas aplūkošanas reižu limitu.
Saturs
20 | |
38 | |
67 | |
Linear Measurements | 77 |
Transits and Theodolites | 80 |
Leveling | 113 |
Instrument Adjustments | 140 |
Traversing | 156 |
Map Projections | 435 |
Plane Coordinate Systems | 454 |
Photogrammetry | 486 |
Compass Surveying | 510 |
Instruments and Methods | 533 |
Control Surveys | 563 |
Construction Surveying | 578 |
Route Surveys | 624 |
Survey Drafting | 180 |
Triangulation | 204 |
Trilateration | 234 |
25 | 236 |
26 | 266 |
Geodesy | 271 |
27 | 286 |
36 | 292 |
Inertial and Satellite Surveys | 300 |
Inertial Survey Design and Typical Results | 315 |
Global Positioning System Surveying | 334 |
Survey Measurement Adjustments by Least Squares | 383 |
Field Astronomy for Azimuth Determinations | 414 |
Hydrographic Surveying | 651 |
Boundary Surveys | 670 |
Boundary Location Along Waterways | 691 |
Mining Surveys | 702 |
PublicLand Surveys | 729 |
Optical Tooling | 798 |
Land Descriptions | 811 |
Pretrial | 836 |
Courtroom Techniques | 867 |
Land and Geographic Information Systems | 880 |
State Boards of Registration for Land Surveyors | 923 |
Index | 961 |
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accuracy adjustment alidade axis azimuth backsight base line boundary bubble tube calculated centerline circle clamp computed construction control surveys coordinates corner correction cross hairs curve datum determined difference direction dumpy level earth EDMI elevation ellipse ellipsoid Equation equipment error example field notes geodetic line geoid grid ground height horizontal control instrument intersection land latitude length line of sight lode longitude mark ment meridian method misclosure monuments observations offset operator optical parallel plane plane coordinate system plotted plumb plumb bob pole position precision prism procedure Rancho Cordova reading record reference reference ellipsoid reflector rotate satellite scale screws semimajor axis shown in Figure slope stadia stake standard stereoplotter surface surveyor Table tacheometry tangent tape telescope theodolite tion total station transit traverse triangulation tribrach trilateration tripod vernier vertical angle zenith zenith angle