Approach for Equivalent Accuracy Design of Different Types of Observations
Publication: Journal of Surveying Engineering
Volume 130, Issue 1
Abstract
The equivalency of observations in geodetic networks is one of the most important problems in surveying engineering, which has not been seriously considered before. This means that different types of observations should, on average, be equivalent from an accuracy and reliability point of view. In this paper, a method for the second-order design problem of geodetic networks to meet equivalent accuracy and reliability for different groups of observations has been suggested. In this technique, the weights of observations have been improved in such a way that the same average redundancy numbers are obtained for all types of observations. The efficiency of the methodology has been verified by numerical results.
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References
Amiri-Simkooei, A.(2001a). “Comparison of reliability and geometrical strength criteria in geodetic networks.” J. Geodesy, 75(4), 227–233.
Amiri-Simkooei, A.(2001b). “Strategy for designing geodetic network with high reliability and geometrical strength.” J. Surv. Eng., 127(3), 104–117.
Baarda, W. (1968). “A testing procedure for use in geodetic networks.” Publication on Geodesy, 2(5).
Bossler, J. D., Grafarend, E. W., and Kelm, R.(1973). “Optimal design of geodetic nets.” J. Geophys. Res., 78(26), 5887–5897.
Cross, P. A. (1985). “Numerical methods in network design.” Optimization and design of geodetic networks, E. W. Grafarend and F. Sanso, eds., Springer, Berlin, 429–435.
Grafarend, E. W.(1974). “Optimization of geodetic networks.” Boll. Geodesia Sci. Affini, 33(4), 351–406.
Mahab Ghodss Engineering Company. (1996). The first epoch of Alavian Dam monitoring network observations, Tehran, Iran.
Schaffrin, B. (1985). “Aspects of network design.” Optimization and design of geodetic networks, E. W. Grafarend and F. Sanso, eds., Springer, Berlin, 548–597.
Schmitt, G. (1985). “Second-order design.” Optimization and design of geodetic networks, E. W. Grafarend and F. Sanso, eds., Springer, Berlin, 74–121.
Vanček, P., Krakiwsky, E. J., Craymer, M. R., Gao, Y., and Ong, P. S. (1990). “Robustness analysis.” Technical Rep. No. 156, Univ. of New Brunswick, Fredericton, Canada.
Wimmer, H.(1982). “Second-order design of geodetic networks by an iterative approximation of a given criterion matrix.” Deutsche Geodätische Kommission,258(3), 112–127.
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Copyright © 2004 American Society of Civil Engineers.
History
Received: Dec 19, 2001
Accepted: Aug 30, 2002
Published online: Jan 16, 2004
Published in print: Feb 2004
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