Determination of the Ovality of Crude Oil Storage Tanks Using Least Squares

Article Preview

Abstract:

In the processing of field measurements, the observations are adjusted using the least squares principle which gives unbiased estimate of the parameter sought together with their accuracies. In this paper, the use of the Least Squares model in the determination of the tank radius, centre point coordinates and ovality are discussed. The circular cross section of the crude oil storage tanks was divided into sixteen monitoring stations at equal intervals around the tank and at an elevation of 2m from the tank base. Total station instrument was then used to carry out angular and linear measurements by method of multiple intersection to reflectors held on the studs. The field measurements were post processed and adjustment of observation carried out by Least Squares adjustment method. The adjusted coordinates together with the computed radius were then used to determine tanks ovality. All data processing and adjustment were carried out with the aid of MATLAB Software for the 2003, 2004 and 2008 measurement epochs.The results of the study revealed an expansion of the tank shell between 2004 and 2008 measurement epoch. The radius of the tank was computed to be 38.187m in 2003 and 2004 and 38.205m in 2008 respectively.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

475-483

Citation:

Online since:

October 2011

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2012 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] S. Pacper, D. Molenda and J. Palmer. Optimal identification: Getting up close I.D. anomalies" Pipelines international. Dec 2009 edition.

Google Scholar

[2] Z. Malik, J. Morton and C. Ruiz. Ovalization of cylindrical tanks as a result of foundation settlement. Journal of strain Analysis for Engineering Design 1997 Vol. 12 (4) Pp 339-348.

DOI: 10.1243/03093247v124339

Google Scholar

[3] H. Kamyab . Displacements and stresses in oil storage tanks caused by differential settlement. University press publ London , 1987, 256p.

Google Scholar

[4] J. Arboch . Study of shell buckling: theory and application in Buckling and crippling of structures: theory and application- edited by J. Haunt Moscow, Nauka 15 (1991) 42-68.

Google Scholar

[5] Y. Gorachov, V. Muschanov, A kulik and A. Tsyplnkhin. Vertical cylindrical tank with angular Geomatrical impection" journal of civil Engineering and management (2005) Vol XI Pp 175-183, Donesk, Ukraine.

DOI: 10.1080/13923730.2005.9636348

Google Scholar

[6] H. Kamyab and S. C Palmer. Analysis of displacements and stresses in oil storage tanks caused by differential settlement" Proceedings of Institution of Mechanical Engineers, Part C: Journal of Mechanical Engineering Science 203 (1989) 60-70.

DOI: 10.1243/pime_proc_1989_203_086_02

Google Scholar

[7] M. Jonaidi and P. Ansourian, Harmonic settlement effects on uniform and tapored tank shells, thin-walled structure. 31(1988), 237-255.

DOI: 10.1016/s0263-8231(98)00007-x

Google Scholar

[8] L.A. Godoy and E.M. Soas, Deflections of thin-walled storage tanks with Roof due to Localized support settlement. In C.K. Choi and W.C. schnobrich (eds), structural Engineering and Mechanic S, Techno-Press, Seoul, 2002, pp.237-255.

Google Scholar

[9] Gupta R. K. and Chender S. Geoinformatics Jouin Brothers, New Delhi, (2007).

Google Scholar

[10] Roy S. K. Fundamentals of surveying Phi Learning Private Ltd, New Delhi, (2009).

Google Scholar

[11] Schofield W. Engineering Surveying Butterworth – Heinemann Ltd Oxford, (1993).

Google Scholar

[12] Vanicek P. and Kraciwsky E Geodesy – The Concept Elsevier Science Publishers, (1987).

Google Scholar

[13] Ehiorobo O. J. A comparative analysis of a fully observed braced quadrilateral and the base triangle as horizontal controls for setting out and monitoring for movement in Bridge structure N. I Prod E, Technical Transaction Journal of the Nigerian Institute of Production Engineers (2002).

Google Scholar

[14] Ashraf, A. Beshir. Accurate Surveying Measurements for Smart Structural Members M. Sc. Thesis, Mansoura University, Mansoura, Egypt.

Google Scholar

[15] Allan A.L. The Principles of Theodolite Intersection Systems (1988) Vol. II pp.226-234.

Google Scholar

[16] Behairy A. M. Application of First Order design problem to Building Construction Surveying networks Journal of Engineering Sciences, Faculty of engineering, S, Zagazig University, Shobra, Egypt, (1991).

Google Scholar

[17] Irughe-Ehigiator R. Environmental Safety and Monitoring of Crude Oil Storage tanks at the Forcados Terminal" M. Eng Thesis, Department of Civil Engineering, University of Benin, Benin City, (2004).

DOI: 10.9790/1684-0453440

Google Scholar

[18] R. Irughe-Ehigiator, J.O. Ehiorobo and M.O. Ehigiator,. Distortion of oil and Gas infrastructure from Geomatics support view, Journal of Emerging Trends in Engineering and Applied Sciences (JETEAS) Vol 1 (2010) 14-23 Toronto, Canada.

Google Scholar