Abstract
This chapter considers the various ways in which engineering survey monitoring networks, such that those used for tracking volcanic and large-scale ground movements, may be optimized to improve the precision. These include the traditional method of fixing control points, the Lagrange method, free net adjustment, the g-inverse method, and the Singular Value Decomposition (SVD) approach using the pseudo-inverse. A major characteristic of such inverse problem networks is that the system is rank deficient. This deficiency is solved using either exterior (i.e. a priori) or inner constraints. The former requires additional resources to provide the control points. In contrast, inner constraints methods do not require the imposition of external control and offer higher precision because the network geometry is preserved.
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References
Blaha G (1971) Inner adjustment constraints with emphasis on range observations. Report No. 148, Department of Geodetic Science, Ohio State University
Bjorck A (1996) Numerical methods for least squares problems. Siam, Philadelphia
Bose R (1949) Least squares aspects of the analysis of variance. Institute of Statistics, North Carolina University, Chapel Hill
Caspary W (1987) Concepts of network and deformation analysis. School of Geomatic Engineering, UNSW, Sydney
Cooper M (1987) Control surveys in civil engineering. William Collins, London
Galub G, van Loan C (1996) Matrix computations. Johns Hopkins Press, Baltimore
Granshaw S (1980) Bundle adjustment methods in engineering photogrammetry. Photogram Rec 10:181–207
Helmert F (1955) Adjustment computation by the method of least squares. Aeronautical Chart and Information Center, St Louis
Lawson C, Hanson R (1974) Solving least squares problems. Prentice-Hall, New Jersey
Meissl P (1962) Die innere genauigkeit eines punkthaufens. Oz Vermessungswesen 50:159–65
Meissl P (1982) Least squares adjustment: a modern approach. Geodatische Institute der Technischen Universitat Graz, Graz
Mikhail E, Gracie G (1981) Analysis and adjustment of survey measurements. Van Nostrand Reinhold, New York
Papo H, Perelmuter A (1982) Free net analysis in close range photogrammetry. Photogram Eng Remote Sens 48(4):571–576
Rainsford H (1958) Survey adjustments and least squares. Constable, London
Rao C (1973) Linear statistical inference and its applications. Wiley, New York
Rao C, Mitra S (1971) Generalized inverse of matrices and its applications. Wiley, New York
Tan W (2005) Inner constraints for 3-D survey networks. J Spat Sci 50(1):91–94
Tan W (2009) The structure of leveling networks. J Spat Sci 54(1):37–43
Wolf P, Ghilani C (1997) Adjustment computations. Wiley, New York
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Tan, W. (2014). Optimization of Engineering Survey Monitoring Networks. In: Xu, H., Wang, X. (eds) Optimization and Control Methods in Industrial Engineering and Construction. Intelligent Systems, Control and Automation: Science and Engineering, vol 72. Springer, Dordrecht. https://doi.org/10.1007/978-94-017-8044-5_5
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DOI: https://doi.org/10.1007/978-94-017-8044-5_5
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