Technical Papers
Dec 29, 2012

Experimental Study of Local Scour around Twin Piles in Oscillatory Flows

Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 139, Issue 5

Abstract

Laboratory experiments have been carried out to investigate the scour around single piles and twin-pile groups subject to oscillatory flows. The Keulegan-Carpenter number, which is proportional to the ratio between the maximum excursion of water particles and the pile diameter, ranges from 3 to 110 in the experiments. To verify the experimental setup, the scour around a tall monopile was first studied, and the results were found to agree well with the previous research. The effect of the pile height and the influence of the twin-pile layout on the scour have been subsequently investigated. It was found that the scour became independent of the pile height once the pile was four times higher than the diameter. An empirical expression was constructed to describe the exponential variation of the scour depth with the pile height. The individual piles in a twin-pile group were found to behave independently when the separation was three times greater than the pile diameter. The relationships between the scour depths around the twin-pile groups and the group configuration were established graphically.

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Acknowledgments

D. Liang appreciates the support by the Matsumae International Foundation (MIF) during his visit to Kyoto University in 2012. H. Tang thanks the China National Funds for Distinguished Young Scientists (51125034) for financial support.

References

Angus, N. M., and Moore, R. L. (1982). “Scour repair methods in the southern North Sea.” Proc., 14th Annual Offshore Technology Conf., Offshore Technology Conf. (OTC), Houston, 385–399.
Baker, C. J. (1985). “The position of points of maximum and minimum shear stress upstream of cylinders mounted normal to flat plates.” J. Wind Eng. Ind. Aerodyn., 18(3), 263–274.
Bayram, A., and Larson, M. (2000). “Analysis of scour around a group of vertical piles in the field.” J. Waterway, Port, Coastal, Ocean Eng., 126(4), 215–220.
Dey, S., Rajkumar, R. V., and Abhishek, R. (2008). “Scour at submerged cylindrical obstacles under steady flow.” J. Hydraul. Eng., 134(1), 105–109.
Fredsøe, J., and Deigaard, R. (1992). Mechanics of coastal sediment transport, World Scientific, Singapore.
Herbich, J. B. (1981). “Scour around pipelines and other objects.” Chapter 3, Offshore pipeline design elements, Marcell Dekker, New York, 43–73.
Herbich, J. B., Schiller, R. E., Watanabe, R. K., and Dunlap, W. A. (1984). Seafloor scour: Design guidelines for ocean founded structures, Marcell Dekker, New York.
Mory, M., Larroude, P., Carreiras, J., and Seabra Santos, F. (2000). “Scour around pile groups.” Proc., Coastal Structures, Vol. 2, Balkema, Rotterdam, Netherlands, 773–781.
Myrhaug, D., and Rue, H. (2005). “Scour around group of slender vertical piles in random waves.” Appl. Ocean Res., 27(1), 56–63.
Niedoroda, A. W., and Dalton, C. (1982). “A review of the fluid mechanics of ocean scour.” Ocean Eng., 9(2), 159–170.
Nielsen, P. (1992). Coastal bottom boundary layers and sediment transport, World Scientific, Singapore.
Scott, N. (2011). “Wave scour around vertical piles.” M.S. thesis, Univ. of Cambridge, Cambridge, U.K.
Sumer, B. M., and Fredsøe, J. (1998). “Wave scour around group of vertical piles.” J. Waterway, Port, Coastal, Ocean Eng., 124(5), 248–256.
Sumer, B. M., and Fredsøe, J. (1999). “Wave scour around structures.” Chapter 5, Advances in coastal and ocean engineering, Liu P. L.-F., ed., World Scientific, Singapore, 191–249.
Sumer, B. M., and Fredsøe, J. (2002). The mechanics of scour in the marine environment, World Scientific, Singapore.
Sumer, B. M., Fredsøe, J., and Christiansen, N. (1992). “Scour around vertical pile in waves.” J. Waterway, Port, Coastal, Ocean Eng., 118(1), 15–31.
Sumner, D., Price, S. J., and Paidoussis, M. P. (2000). “Flow-pattern identification for two staggered circular cylinders in cross-flow.” J. Fluid Mech., 411, 263–303.
Woodwark, J. N. (2012). “Study on flow and scour around offshore structures.” M.S. thesis, Univ. of Cambridge, Cambridge, U.K.
Zhao, M., Cheng, L., and Zeng, Z. (2010). “Experimental and numerical investigation of local scour around a submerged vertical circular cylinder in steady currents.” Coastal Eng., 57(8), 709–721.

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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 139Issue 5September 2013
Pages: 404 - 412

History

Received: Jul 4, 2012
Accepted: Dec 27, 2012
Published online: Dec 29, 2012
Published in print: Sep 1, 2013

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Authors

Affiliations

Dongfang Liang [email protected]
Professor, Dept. of Engineering Mechanics, MOE Key Laboratory of Hydrodynamics, Shanghai Jiao Tong Univ., Shanghai 200240, China (corresponding author). E-mail: [email protected]
Hitoshi Gotoh [email protected]
Professor, Dept. of Civil and Earth Resources Engineering, Kyoto Univ., Nishikyo-ku, Kyoto 615-8540, Japan. E-mail: [email protected]
Natasha Scott [email protected]
Engineer, WSP Group, One Queens Dr., Birmingham B5 4PJ, U.K.; formerly, M.Eng. Student, Dept. of Engineering, Univ. of Cambridge, Cambridge CB2 1PZ, U.K. E-mail: [email protected]
Hongwu Tang [email protected]
Professor, State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Hohai Univ., Nanjing 210098, China. E-mail: [email protected]

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