Pipelines Stability under Extreme Hydrodynamic Conditions

Article Preview

Abstract:

At the current level of technical development of subsea pipeline systems a probability of their damage during construction and operation due to various causes may not be excluded.In the regions of high seismic activity the soil destruction may occur in the weak layers forming seabed deformations. Hazard management practice has advanced in recent years, due to several factors: global pipeline expansion in areas of difficult terrain (tectonic/seismicity; permafrost area, landslides) coupled with a greater understanding of the prevalence of hazard.Formal risk assessment is relatively immature in most industries, including pipelining. A better solution is to establish guidelines of essential ingredients necessary in any pipeline risk assessment. Critical would be identified and it would be left to the operator subject matter experts to detail those elements.This article focuses on the problem of imposing special (seismic) loads; the subject matter of the article also includes the issues of the marine pipeline safety (risk) evaluation.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

451-456

Citation:

Online since:

September 2014

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2014 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] Dynamical Structural Analysis for Special Exposures, Design Engineer's Guide edited by B.G. Korenev, I.M. Rabinovich, Moscow, Stroyizdat (1984), 215 p.

Google Scholar

[2] Free Spanning Pipelines, Recommended Practice DNV-RP-F105. -Det Norske Veritas (2002), 39 p.

Google Scholar

[3] Rulebook 14. 13330. 2011 Construction in Seismic Areas, Moscow, Ministry of Regional Development of Russia (2011), 82 p.

Google Scholar

[4] B.D. Kaufman: Accounting for the impact of uncertain factors on the determination of the hydrodynamic pressure on the dam, Magazine of Civil Engineering` 9 (35) (2012), pp.59-69.

DOI: 10.5862/mce.35.8

Google Scholar

[5] J. Wang, V.K. Goncharov, N. Yu. Klementieva, Z. Li: Assessment of oil pollution as consequence of the oil leaks from seabed pipeline in the Bohai Sea, Environment Canada Arctic and Marine Oil Spill Program Technical Seminar (AMOP) Proceedings, 2 (2005).

DOI: 10.1016/s0025-326x(03)00204-2

Google Scholar

[6] V.K. Goncharov: Dynamics of gas bubbles at great depth in application to the problem of detection of gas escapes from wells and marine pipelines, Environment Canada Arctic and Marine Oil Spill Program Technical Seminar (AMOP) Proceedings, 25 (1) (2002).

Google Scholar

[7] N.G. Figarov, V.V. Rusakova, A.S. Tsourikov: Technological regimes of the natural gas transport by marine pipelines with Schtokmanovskoe gas condensate field, Barentsevo Sea, Proceedings of the International Offshore and Polar Engineering Conference, 2 (1997).

Google Scholar

[8] M.A. Kamyshev: Prospects of offshore oil and gas pipelines construction on the Russian shelf, Proceedings of the Third International Offshore and Polar Engineering Conference (1993), pp.268-271.

Google Scholar

[9] Rules for Classification and Construction of Subsea Marine Pipelines, Russian Maritime Register of Shipping, Saint Petersburg (2012), p.283.

Google Scholar

[10] K.S. Zavriyev, A.G. Nazarov, Ya.M. Ayzenberg: Rukovodstvo po proyektirovaniyu seysmostoykikh zdaniy i sooruzheniy, Volume 2 : Osnovy teorii seysmostoykosti zdaniy i sooruzheniy [Guidelines for designing earthquake-resistant buildings and structures, Volume 2: Fundamentals of the theory of seismic stability of buildings and structures] 1970, 224 p.

Google Scholar

[11] L.V. Muravieva: Problems of Safety Assessment of Marine Pipelines, RAO's papers/GIS Offshore 2011, Saint Petersburg, 15-18 September (2011).

Google Scholar