Physics
Scientific paper
Oct 1993
adsabs.harvard.edu/cgi-bin/nph-data_query?bibcode=1993georl..20.2159b&link_type=abstract
Geophysical Research Letters (ISSN 0094-8276), vol. 20, no. 20, p. 2159-2162
Physics
1
Boreholes, Distance Measuring Equipment, Drilling, Earth Surface, Error Analysis, Geodesy, Controllability, Horizontal Distribution, Portable Equipment, Position (Location), Surface Stability
Scientific paper
A geodetic monument is described whose horizontal position may be monitored relative to points 30 m deep to an accuracy of 0.5 mm, and to points more than 2 km to a potential accuracy of 2 mm. The monument incorporates a 7 cm diameter borehole lining equipped with orthogonal alignment grooves that guide a portable inclinometer during measurements. The inclinometer is raised incrementally from the base of the hole to measure the tilt of contiguous 0.5-m-long segments of the borehole prior to geodetic occupation. Integrating the results yields a measure of the surface monument's position. Random errors increase with the square root of the number of downhole measuremnts N as 0.03 square root of N mm (N=2d for d-m-deep hole). Systematic errors are approximately 0.02% of the lateral offset of the base of the hole relative to the surface monument. Unlike previous monuments the inclinometer-based system permits surface and subsurface instability to be characterized, and the effectiveness of the monument to be monitored.
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