Technical Papers
Apr 14, 2016

Configuration Analysis of Two-Dimensional Resection Networks

Publication: Journal of Surveying Engineering
Volume 142, Issue 4

Abstract

The optimal configuration of a resection network plays an important role in the precision analysis of free stations. The two conditions of the optimal configuration for distance-only resection networks were derived. Based on the two conditions, the regular sector configuration was proposed, and the character of the optimal configuration was determined. Furthermore, the geometric dilution of precision (GDOP) for a generic direction resection network with n known points was deduced. The conclusion was reached that A-D-E-optimality cannot be simultaneously achieved in the direction resection network. The pursuit of only the lowest GDOP is impractical in engineering, whereas the E-optimality criterion is suitable in such a situation, as shown by cases with three known points. There are typically two E-optimal configurations for a three-known-point direction resection network, and the regular pattern was explored. Finally, the configuration of a heterogeneous resection network was analyzed. An in-depth understanding of the resection network configuration is provided, which is beneficial for developing an initial guess for the optimal resection network configuration in practice.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

The authors thank the editor and anonymous reviewers for their time, effort, and helpful comments. The work described in this paper is supported by the National Natural Science Foundation of China (Project No. 51378512).

References

Amiri-Simkooei, A. (2004). “A new method for second order design of geodetic networks: Aiming at high reliability.” Surv. Rev., 37(293), 552–560.
Amiri-Simkooei, A. R., Asgari, J., Zangeneh-Nejad, F., and Zaminpardaz, S. (2012). “Basic concepts of optimization and design of geodetic networks.” J. Surv. Eng., 172–183.
Berné, J. L., and Baselga, S. (2004). “First-order design of geodetic networks using the simulated annealing method.” J. Geod., 78(1), 47–54.
Bishop, A. N., Fidan, B., Anderson, B. D. O., Doğançay, K., and Pathirana, P. N. (2010). “Optimality analysis of sensor-target localization geometries.” Automatica, 46(3), 479–492.
Blewitt, G. (2000). “Geodetic network optimization for geophysical parameters.” Geophys. Res. Lett., 27(22), 3615–3618.
Chang, Y. M., Chen, C. H., and Chen, C. S. (1996). “Optimal observation design of a surveying network using artificial neural network.” Geomat Res. Australas., 64(Jun), 1–16.
Chen, C. S. (2015). “Weighted geometric dilution of precision calculations with matrix multiplication.” Sensors, 15(1), 803–817.
Dare, P., and Saleh, H. (2000). “GPS network design: Logistics solution using optimal and near-optimal methods.” J. Geod., 74(6), 467–478.
Gerasimeko, M. D. (1997). “First order design of the deformation networks with the minimal number of geodetic points and their optimal allocation.” Far East Math Rep., 4, 86–94.
Gerasimenko, M. D., Shestakov, N. V., and Kato, T. (2000). “On optimal geodetic network design for fault-mechanics studies.” Earth Planets Space, 52(11), 985–987.
Grafarend, E. W. (1974). “Optimization of geodetic networks.” Boll. Geod. Sci. Aff., 33(4), 351–406.
Grafarend, E. W., and Sanso, F., eds. (1985). Optimization and design of geodetic networks, Springer Verlag, Berlin.
Howell, K. B. (2001). Principles of fourier analysis, CRC Press, Boca Raton, FL.
Hsu, D. Y. (1994). “Relations between dilutions of precision and volume of the tetrahedron formed by four satellites.” Proc., IEEE Position Location and Navigation Symp., IEEE, New York, NY, 669–676.
Isaacs, J. T., Klein, D. J., and Hespanha, J. P. (2009). “Optimal sensor placement for time difference of arrival localization.” Proc., 48th IEEE Conf. on Decision and Control, IEEE, New York, NY, 7878–7884.
Johnson, H. O., and Wyatt, F. K. (1994). “Geodetic network design for fault-mechanics studies.” Manuscr. Geodaet., 19(5), 309–323.
Kaplan, E. D., and Hegarty, C. J. (2006). Understanding GPS: Principles and applications, Artech House Press, Boston.
Kihara, M., and Okada, T. (1984). “A satellite selection method and accuracy for the global positioning system.” Navig., 31(1), 8–20.
Langley, R. B. (1999). “Dilution of precision.” GPS World, 10(5), 52–59.
Levanon, N. (2000). “Lowest GDOP in 2-D scenarios.” IEEE Proc. Radar Sonar Navig., 147(3), 149–155.
Massatt, P., and Rudnick, K. (1990). “Geometric formulas for dilution of precision calculations.” Navig., 37(4), 379–391.
Moreno-Salinas, D., Pascoal, A. M., and Aranda, J. (2011). “Optimal sensor placement for underwater positioning with uncertainty in the target location.” Proc., 2011 IEEE Int. Conf. on Robotics and Automation, IEEE, New York, NY, 2308–2314.
Sairo, H. D., Akopian, D., and Takala, J. (2003). “Weighted dilution of precision as quality measure in satellite positioning.” IEEE Proc. Radar Sonar Navig., 150(6), 430–436.
Seemkooei, A. A. (2001a). “Comparison of reliability and geometrical strength criteria in geodetic networks.” J. Geod., 75(4), 227–233.
Seemkooei, A. (2001b). “Strategy for designing geodetic network with high reliability and geometrical strength.” J. Surv. Eng., 104–117.
Ucinsky, D. (2005). Optimal measurement methods for distributed parameter system identification, CRC Press, Boca Raton, FL.
Xue, S., Yang, Y., Dang, Y., and Chen, W. (2014). “Dynamic positioning configuration and its first-order optimization.” J. Geod., 88(2), 127–143.
Yarlagadda, R., Ali, I.,Al-Dhahir, N., and Hershey, J. (2000). “Gps gdop metric.” IEE Proc. Radar Sonar Navig., 147(5), 259–264.

Information & Authors

Information

Published In

Go to Journal of Surveying Engineering
Journal of Surveying Engineering
Volume 142Issue 4November 2016

History

Received: Jan 7, 2015
Accepted: Mar 15, 2016
Published online: Apr 14, 2016
Discussion open until: Sep 14, 2016
Published in print: Nov 1, 2016

Permissions

Request permissions for this article.

Authors

Affiliations

Zhanfeng Song [email protected]
Associate Professor, Dept. of Civil Engineering, Central South Univ., Changsha 410075, China; and Researcher, National Engineering Lab for High Speed Railway Construction, Changsha 410075, China (corresponding author). E-mail: [email protected]
Chengxiang Zhao
Postgraduate, Dept. of Civil Engineering, Central South Univ., Changsha 410075, China.
Hao Pu
Professor, Dept. of Civil Engineering, Central South Univ., Changsha 410075, China; and Researcher, National Engineering Lab for High Speed Railway Construction, Changsha 410075, China.
Xi Li
Postgraduate, Dept. of Civil Engineering, Central South Univ., Changsha 410075, China.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share