An approach for improving the precision on short-range electronic distance measurement trigonometry

Author(s):  
Hung-Lin Lin ◽  
Tung-Chiung Chang ◽  
Chih-Wei Hou
CISM journal ◽  
1988 ◽  
Vol 42 (3) ◽  
pp. 207-215
Author(s):  
D. Gillis ◽  
L. Nabe

The establishing, measuring and monitoring of Electronic Distance Measurement (EDM) cali¬bration baselines in Canada is a joint program of the Geodetic Survey of Canada and provincial, territorial and municipal surveying agencies. Since its establishment in 1971, the 2.3 km National Geodetic Baseline (NGBL) in Ottawa has been used as the reference baseline for other calibration baselines; two precise EDM instruments, the Mekometer ME3000 and the Geomensor CR204, have been used to transfer the length standard of the NGBL to baselines across Cana¬da. Thirty-six calibration baselines, established as part of the National Baseline Program, now exist. The Geodetic Survey strives to maintain the published values of interpier distances at the highest accuracy possible. To this end, extensive remeasurements are being planned. For longer distances which may be required to calibrate or check GPS instruments, a calibration network with lines up to 222 km is being established.


2003 ◽  
Author(s):  
Nicholas Brown ◽  
Rob Veugen ◽  
Gert-Jan van der Beek ◽  
Ronald F. H. Hugers

1995 ◽  
Vol 25 (5) ◽  
pp. 753-766 ◽  
Author(s):  
C.J. Liu

A new electronic distance measurement (EDM) device that utilizes laser technology for tree measurement and surveying was used to study traverse surveys of forest stands. Experimental tests demonstrated that the laser EDM device afforded (1) an allowable angular closure error of 3°, (2) an average linear closure precision of 1/550 for a bidirectional traverse and of 1/470 for a unidirectional traverse, (3) an average traversing speed of 0.25 mi/h (0.40 km/h) for bidirectional traverses, and (4) an average surveying rate of 6 acres/h (2.4 ha/h). The study also showed that (1) the digital laser EDM device was 10 times more cost effective than the traditional analogous surveying equipment and (2) a unidirectional traverse is, on the average, 1.5 times more effective than a bidirectional traverse. Additional analyses revealed that the interior angle adjustment (IAA) procedure consistently altered the shape of the stand and changed the stand area. These findings led to several suggestions: (1) the laser EDM device should be adopted for forest stand traverse surveys because it is easy to use, accurate, and cost effective; (2) the routine of taking backsight in field measurement provides little gain in accuracy in stand area determination and should be exercised only when local magnetic interference is expected to adversely affect compass accuracy; and (3) the conventional practice of IAA prior to balancing the traverse should not be exercised, since this procedure has adverse effects on mapping and area determination.


Survey Review ◽  
1968 ◽  
Vol 19 (147) ◽  
pp. 238-239
Author(s):  
A. G. Dalgleish ◽  
M. J. Clegg

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