Technical Papers
Mar 6, 2012

Study of Scour around Submarine Pipeline with a Rubber Plate or Rigid Spoiler in Wave Conditions

Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 138, Issue 6

Abstract

This paper presents results from laboratory experimental model studies investigating scour by waves around a pipeline attached to a flexible rubber plate or rigid spoiler. The rubber plate was placed between the submarine pipeline and bed, while the rigid spoiler is attached to the top of the pipe. The scour around pipelines with and without a rubber plate or a rigid spoiler under regular and irregular waves was observed and measured for a range of pipe sizes, wave amplitudes and frequencies, and the length of the plate/height of the spoiler. The experiments reveal that although the rigid spoilers can enhance the scour depth and extent (thus accelerating the self-burial of the pipe), they also have significant influence on both the upstream and downstream bed topography as sand ripples and dunes are formed. On the other hand, the rubber plates cannot only significantly increase the scour depth but also have little effect on the upstream and downstream bed. The experiments show that when the length of the plate is about 1.5 times the pipe size, it provides the optimum performance in terms of the largest scour depth while restricting the impact on nearby beds for the parameters investigated in this study.

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Acknowledgments

This study was financially supported by the National High-Tech Research and Development program of China (863 Program, Grant No. 2008AA09Z309), National Nature Science Fund of China (Grant No. 50879084), China Scholarship Council, University of Aberdeen, Guanghua Fund for College of Civil Engineering, Tongji University, and Open Funding from the State Key Laboratory of Hydraulics and Mountain River Engineering, Sichuan University (SKLH-OF-1105). The constructive comments and suggestions made by the two reviewers and associate editor have significantly improved the quality of the paper.

References

Cevik, E., and Yüksel, Y. (1999). “Scour under submarine pipelines in waves in shoaling conditions.” J. Waterway, Port, Coastal, Ocean Eng., 125(1), 9–19.
Cheng, L., and Chew, L. W. (2003). “Modelling of flow around a near-bed pipeline with a spoiler.” Ocean Eng., 30(13), 1595–1611.
Chiew, Y. M. (1990). “Mechanics of local scour around submarine pipelines.” J. Hydraul. Eng., 116(4), 515–529.
Chiew, Y. M. (1992). “Effect of spoilers on scour at submarine pipelines.” J. Hydraul. Eng., 118(9), 1311–1317.
Chiew, Y. M. (1993). “Effect of spoilers on wave-induced scour at submarine pipelines.” J. Waterway, Port, Coastal, Ocean Eng., 119(4), 417–428.
Etemad-Shahidi, A., Yasa, R., and Kazeminezhad, M. H. (2011). “Prediction of wave-induced scour depth under submarine pipelines using machine learning approach.” Appl. Ocean Res., 33(1), 54–59.
Fredsøe, J., Sumer, B. M., and Arnskov, M. M. (1992). “Time scale for wave/current scour below pipelines.” Int. J. Offshore Polar Eng., 2(1), 13–17.
Gao, F. P., Gu, X. Y., and Jeng, D. S. (2003). “Physical modeling of untrenched submarine pipeline instability.” Ocean Eng., 30(10), 1283–1304.
Gokce, K. T., and Gunbak, A. R. (1991). “Self burial and stimulated self burial of pipelines by waves.” Proc., 1st Int. Conf. on Offshore and Polar Engineering, International Society of Offshore and Polar Engineers (ISOPE), Edinburgh, U.K., Vol. II, 301–307.
Herbich, J. B. (1985). “Hydromechanics of submarine pipelines: Design problems.” Can. J. Civ. Eng., 12(4), 863–874.
Hulsbergen, C. H. (1984). “Stimulated self-burial of submarine pipelines.” Proc., 16th Offshore Technology Conf., OTC Organizations, Houston, 171–178.
Hulsbergen, C. H. (1986). “Spoilers for stimulated self-burial of submarine pipelines.” Proc., 18th Offshore Technology Conf., OTC Organizations, Houston, 441–444.
Hulsbergen, C. H., and Bijker, R. (1989). “Effect of spoilers on submarine pipeline stability.” Proc., 21st Offshore Technology Conf., OTC Organizations, Houston, 337–350.
Li, Y. C., Chen, B., and Wang, G. (1996). “Physical model test and numerical simulation of pipeline under wave action.” Mar. Sci. Bull., 15(4), 58–65.
Liang, D. F., and Cheng, L. (2005). “Numerical model for wave-induced scour below a submarine pipeline.” J. Waterway, Port, Coastal, Ocean Eng., 131(5), 193–202.
Liang, D. F., and Cheng, L. (2008). “Numerical study of scour around a pipeline bundle.” Proc. ICE Maritime Eng., 161(2), 89–95.
Lucassen, R. J. (1984). “Scour underneath submarine pipelines.” Netherlands Marine Technology Research Rep. No. PL-42A, Delft Univ. of Technology, Delft, Netherlands.
Mousavi, M. E., Bakhtiary, A. Y., and Enshaei, N. (2009). “The equivalent depth of wave-induced scour round offshore pipelines.” J. Offshore Mech. Arct. Eng., 131(2), 021601–021605.
Myrhaug, D., and Rue, H. (2003). “Scour below pipelines and around vertical piles in random waves.” Coastal Eng., 48(4), 227–242.
Oner, A. A. (2010). “The flow around a pipeline with a spoiler.” J. Mech. Eng. Sci., 224(1), 109–121.
Shankar, N. J., Cheong, H.-F., and Subblah, K. (1987). “Forces on a smooth submarine pipeline in random waves—A comparative study.” Coastal Eng., 11(3), 189–218.
Sudhan, C. M., Sundar, V., and Rao, S. N. (2002). “Wave induced forces around buried pipelines.” Ocean Eng., 29(5), 533–544.
Sumer, B. M., and Fredsøe, J. (1990). “Scour below pipelines in waves.” J. Waterway, Port, Coastal, Ocean Eng., 116(3), 307–323.
Sumer, B. M., and Fredsøe, J. (1991). “Onset of scour below a pipeline exposed to waves.” Int. J. Offshore Polar Eng., 1(3), 189–194.
Sumer, B. M., and Fredsøe, J. (1994). “Self-burial of pipelines at span shoulders.” Int. J. Offshore Polar Eng., 4(1), 30–35.
Sumer, B. M., and Fredsøe, J. (2002). The mechanics of scour in the marine environment, World Scientific, Singapore.
Sumer, B. M., Truelsen, C., Sichmann, T., and Fredsøe, J. (2001a). “Onset of scour below pipelines and self-burial.” Coastal Eng., 42(4), 313–335.
Sumer, B. M., Whitehouse, R. J. S., and Tørum, A. (2001b). “Scour around coastal structures: A summary of recent research.” Coastal Eng., 44(2), 153–190.
Vijayakumar, A. V., Neelamani, S., and Rao, N. S. (2005). “Wave interaction with a submarine pipeline in clayey soil due to random waves.” Ocean Eng., 32(13), 1517–1538.
Zang, Z. P., Teng, B., Bai, W., and Cheng, L. (2007). “A finite volume solution of wave forces on submarine pipelines.” Ocean Eng., 34(14–15), 1955–1964.

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Published In

Go to Journal of Waterway, Port, Coastal, and Ocean Engineering
Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 138Issue 6November 2012
Pages: 484 - 490

History

Received: Sep 28, 2011
Accepted: Mar 2, 2012
Published online: Mar 6, 2012
Published in print: Nov 1, 2012

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Authors

Affiliations

Lipeng Yang
Ph.D. Student, College of Engineering, Ocean Univ. of China, Qingdao 266100, China.
Reader, School of Engineering, Univ. of Aberdeen, Aberdeen AB24 3UE, U.K. (corresponding author). E-mail: [email protected]
Bing Shi
Professor, College of Engineering, Ocean Univ. of China, Qingdao 266100, China.
Cuiping Kuang
Professor, College of Civil Engineering, Tongji Univ., Shanghai 20092, China.
Weilin Xu
Professor, State Key Laboratory of Hydraulics and Mountain River Engineering, Sichuan Univ., Chengdu 610065, China.
Shuyou Cao
Professor, State Key Laboratory of Hydraulics and Mountain River Engineering, Sichuan Univ., Chengdu 610065, China.

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