Deflection of the Vertical Components from GPS and Precise Leveling Measurements in Hong Kong

Author:

Tse C. M.11,Bâki Iz H.11

Affiliation:

1. Dept. of Land Surveying and Geo-Informatics, Hong Kong Polytechnic Univ., Hong Kong SAR, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Civil and Structural Engineering

Reference7 articles.

1. “EGM96.” (1998). EGM Homepage ⟨ http://cddisa.gsfc.nasa.gov/926/egm96/egm96.html/ ⟩ .

2. Evans A. G. Soler T. Hothem L. D. Stein W. L. Hermann B. R. and Carlson A. E. Jr. (1989). “Vertical deflections and astronomic azimuth derived from GPS and leveling: Joint test description and results.” Proc. 5th Int. Geodetic Symp. on Satellite Positioning Physical Science Laboratory New Mexico State Univ. Las Cruces N.M. 945-955.

3. Fujii Y. (1990). “Test observations and their results for determining geoidal height and deflection of vertical with GPS interferometry.” Japanese Symp. on Earth Rotation Astrometry and Geodesy 176-180 (in Japanese).

4. Heiskanen W. A. and Moritz H. (1967). Physical geodesy Freeman San Francisco.

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