Elementary Surveying: An Introduction to GeomaticsFor Surveying courses offered in Civil Engineering departments. This highly readable, best-selling text presents basic concepts and practical material in each of the areas fundamental to modern surveying (geomatics) practice. Its depth and breadth are ideal for self-study. The 12th Edition is updated throughout to reflect the latest advances and technology. |
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Page 833
... (Chapter 17), mapping (Chapter 18), control surveys and reference frames (Chapter 19), map projection coordinate systems (Chapter 20), boundary or cadas- tral surveys (Chapter 21), the U.S. Public Land Survey System (Chapter 22), and ...
... (Chapter 17), mapping (Chapter 18), control surveys and reference frames (Chapter 19), map projection coordinate systems (Chapter 20), boundary or cadas- tral surveys (Chapter 21), the U.S. Public Land Survey System (Chapter 22), and ...
Page 917
... CHAPTER 12 12.1 280,800 sq. units 12.11 419,700 ft2 or 9.634 ac. 12.5 12.16 26,500 ft2 or 0.608 ac. 83,230 m2 or 83.23 ha CHAPTER 13 13.4 See Section 13.3, paragraph 3 13.21 13.24 (320559.446, -4921314.168, 4031328.395) (40°26¿32.11896 ...
... CHAPTER 12 12.1 280,800 sq. units 12.11 419,700 ft2 or 9.634 ac. 12.5 12.16 26,500 ft2 or 0.608 ac. 83,230 m2 or 83.23 ha CHAPTER 13 13.4 See Section 13.3, paragraph 3 13.21 13.24 (320559.446, -4921314.168, 4031328.395) (40°26¿32.11896 ...
Page 918
... CHAPTER 20 20.11 376.330 m , 18 ° 10'35.8 " 20.13 20.17 ( 713470.678 , 116,661.975 ) 0 ° 53'42.4 " ( 170764.593 ... CHAPTER 21 21.12 e , c , b , d , a 21.20 11,700 ft2 ; 10,220 ft2 CHAPTER 22 22.1 5273 ft 22.8 ( a ) 30 mi 22.6 ( a ) ...
... CHAPTER 20 20.11 376.330 m , 18 ° 10'35.8 " 20.13 20.17 ( 713470.678 , 116,661.975 ) 0 ° 53'42.4 " ( 170764.593 ... CHAPTER 21 21.12 e , c , b , d , a 21.20 11,700 ft2 ; 10,220 ft2 CHAPTER 22 22.1 5273 ft 22.8 ( a ) 30 mi 22.6 ( a ) ...
Contents
M01_WOLF431X_12_SE_C01 | 1 |
M02_WOLF431X_12_SE_C02 | 23 |
M03_WOLF431X_12_SE_C03 | 47 |
Copyright | |
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Other editions - View all
Elementary Surveying: An Introduction to Geomatics Charles D. Ghilani,Paul R. Wolf Snippet view - 2008 |
Elementary Surveying: An Introduction to Geomatics Charles D. Ghilani,Paul R. Wolf No preview available - 2008 |
Common terms and phrases
accuracy adjustment axis azimuth backsight baseline benchmark boundary bubble calculated Chapter chord circle circular curve computed contour control points coordinate system corners correction data collectors datum deflection angles departures and latitudes described determined direction dumpy level ellipsoid Equation errors example geocentric coordinates geodetic geographic information systems geoid GPS surveys grade grid height horizontal angles intersection Land Information length level vial line of sight magnetic declination map projection matrix measured meridian meters method misclosure National Geodetic Survey observations obtained offset orthometric height photogrammetry plane coordinate plane coordinate system planimetric Point of Beginning position precise Problem procedure Professional Surveyor pseudorange radius receiver reference rod readings satellite scale setup shown in Figure Solution stake stereoplotters Table tangent tape telescope theodolites tion topographic total station instrument traverse tribrach tripod types units values vertical zenith angle zone