Technical Papers
Jul 31, 2013

Structural Data Analysis for Monitoring the Deformation of Oil Storage Tanks Using Geodetic Techniques

Publication: Journal of Surveying Engineering
Volume 140, Issue 1

Abstract

The existence of circular tanks is a present reality in the modern day industry. These structures can play various types of functions for the storage of a wide range of products, such as liquids, gases, oil wastewater, and granular solids. Safety concepts form the basis of any structure design and assessment code. Detailed information about the structural deformation can help to determine the health of structures as well as to evaluate whether such deformation is the same as what the structure was designed to tolerate. The main purpose of a structural deformation monitoring scheme and analysis of cylindrical oil storage tanks is to detect any significant movements or displacements of these structures. An effective approach is to model the circular tank by using well-chosen discrete points located on the surface of the tank which, when situated correctly, accurately depict the characteristics of this tank. It can then be said that any movements of those points represent deformations of the object. This paper outlines the procedure of a geodetic monitoring system of circular oil storage tanks and presents an analysis of the observations to determine the values of their deformation. A methodology for structural data analysis of monitoring the structural deformation of circular oil storage tanks is also presented. This paper also presents a method for determining the distortion of a circular cross section of a tank by determining the radius and coordinates of the center of this section using a least-squares adjustment technique.

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Acknowledgments

The author thanks Raph Irughe Ehigiator, Nigerian Senior Engineer and Ph.D. student at the Siberian State Academy of Geodesy, for providing the data (observations) of oil storage tanks in Nigeria.

References

Behairy, A. M. (1991). “Application of first order design problem to building construction surveying networks.” J. Eng. Faculty, 57–68.
Beshr, A. A. (2010). “Development and innovation of technologies for deformation monitoring of engineering structures using highly accurate modern surveying techniques and instruments.” Ph.D. thesis, Siberian State Academy of Geodesy, Novosibirsk, Russia.
Beshr, A. A. (2012). Monitoring the structural deformation of tanks, LAP LAMBERT Academic, Saarbrücken, Germany.
Ehigiator-Irughe, R. (2005). “Environmental safety and monitoring of crude oil storage tanks at the Forcados terminal.” M.Eng. thesis, Dept. of Civil Engineering, Univ. of Benin, Benin City, Nigeria.
Elsheimy, N. (2001). Adjustment of observations, Dept. of Geomatics Engineering, Univ. of Calgary, Calgary, AB, Canada.
Gairns, C. (2008). “Development of semi-automated system for structural deformation monitoring using a reflectorless total station.” M.Sc. thesis, Dept. of Geodesy and Geomatics Engineering, Univ. of New Brunswick, Fredericton, NB, Canada.
Henriques, M. J., and Casaca, J. (2001). “Monitoring vertical displacements by means of geometric leveling.” Historical constructions, P. B. Lourenço and P. Roca, eds., Guimarães, 403–412.
Lutes, J. A. (2002). “Automated dam displacement monitoring using a robotic total station.” M.S. thesis, Dept. of Geodesy and Geomatics Engineering, Univ. of New Brunswick, Fredericton, NB, Canada.
Vanatwerp, R. L. (1994). “Engineering and design: Deformation monitoring and control surveying.” Engineer manual, EM 1110-1-1004, U.S. Army COE, Washington, DC.

Information & Authors

Information

Published In

Go to Journal of Surveying Engineering
Journal of Surveying Engineering
Volume 140Issue 1February 2014
Pages: 44 - 51

History

Received: Jan 31, 2013
Accepted: Jul 29, 2013
Published online: Jul 31, 2013
Published in print: Feb 1, 2014

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Authors

Affiliations

Ashraf Abd El-Wanis Beshr [email protected]
Lecturer, Public Works Dept., Faculty of Engineering, Mansoura Univ., Mansoura City, Egypt 35516. E-mail: [email protected]

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