Subsea Pipelines and Risers (Ocean Engineering) by Yong Bai PDF
By Yong Bai
• up to date variation of a best-selling identify
• writer brings 25 years event to the paintings
• Addresses the main problems with economic climate and surroundings
Marine pipelines for the transportation of oil and gasoline became a secure and trustworthy method to take advantage of the precious assets lower than the world’s seas and oceans. The layout of those pipelines is a comparatively new know-how and maintains to adapt in its quest to minimize expenses and minimise the influence at the surroundings.
With over 25years event, Professor Yong Bai has been in a position to assimilate the essence of the utilized mechanics features of offshore pipeline process layout in a sort of worth to scholars and architects alike. It represents a very good resource of contemporary practices and data to assist equip those that desire to be a part of the intriguing way forward for this undefined.
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«Subsea Pipeline Engineering» was once the 1st of its variety, written through of the worlds most beneficial professionals in subsea pipeline engineering. within the upcoming moment version, those veterans have up-to-date their definitive reference e-book, overlaying the total spectrum of topics within the self-discipline, from direction choice and making plans to layout, development, deploy, fabrics and corrosion, inspection, welding, fix, threat evaluate, and acceptable layout codes and criteria.
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Additional resources for Subsea Pipelines and Risers (Ocean Engineering)
1 Introduction Pipelines (and risers) are used for a number of purposes in the development of offshore hydrocarbon resources (see Figure LI). : • • • • • Export (transportation) pipelines; Flowlines to transfer product from a platform to export lines; Water injection or chemical injection flowlines; Flowlines to transfer product between platforms, subsea manifolds and satellite wells; Pipeline bundles. The design process for each type of lines in general terms is the same. It is this general design approach that will be discussed in this book.
G. reeling) or in-place situation. A lower safety factor may be allowed for installation phase provided that potential local buckling can be detected, repaired and buckling propagation can be stopped through use of buckle arrestors. 6 Wall Thickness and Length Design for Buckle Arrestors During the installation the risk of local buckling initiating a propagating buckle will be considered to be high, hence buckle arrestors will be designed to limit the extent of the damage of a propagating buckle, see JPK (1997).
Upheaval buckling) which can cause failure of the line. Part I Mechanical Design 18 Mooei MO0£2 MODS 3 MODE 4 LATERAL BUCKUNG OF PIPEUNE PAST ROCKDUMP REGION L. / \ •« • \ ^ \ S • \ '•.. __ »* \ ••••>,-'' h-f 1 t / / V' 'N. > "x. '*•-. '•••• ' / // ' f / ^ . -'' MCNrr uoLY •ucMJ xxifomttmmwfH 1 11 1111I I . 6 Lateral buckling of pipeline. Another method is to accommodate the buckling problem by permitting the line to deflect (snake) on the seabed. This method is obviously cheaper than rock dumping, and results in the line experiencing lower loads.
Subsea Pipelines and Risers (Ocean Engineering) by Yong Bai