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Full-Scale Numerical Simulation of the Local Scour Under Combined Current and Wave Conditions Based on Field Data

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Abstract

The monopile is the most common foundation to support offshore wind turbines. In the marine environment, local scour due to combined currents and waves is a significant issue that must be considered in the design of wind turbine foundations. In this paper, a full-scale numerical model was developed and validated based on field data from Rudong, China. The scour development around monopiles was investigated, and the effects of waves and the Reynolds number Re were analyzed. Several formulas for predicting the scour depth in the literature have been evaluated. It is found that waves can accelerate scour development even if the KC number is small (0.78<KC<1.57). The formula obtained from small-scale model tests may be unsafe or wasteful when it is applied in practical design due to the scale effect. A new equation for predicting the scour depth based on the average pile Reynolds number (Rea) is proposed and validated with field data. The equilibrium scour depth predicted using the proposed equation is evaluated and compared with those from nine equations in the literature. It is demonstrated that the values predicted from the proposed equation and from the S/M (Sheppard/Melville) equation are closer to the field data.

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References

  • Arneson, L.A., Zevenbergen, L.W., Lagasse, P.F. and Clopper, P.E., 2012. Evaluating Scour at Bridges, US Department of Transportation, Washington.

    Google Scholar 

  • Baykal, C., Sumer, B.M., Fuhrman, D.R., Jacobsen, N.G. and Fredsoe, J., 2017. Numerical simulation of scour and backfilling processes around a circular pile in waves, Coastal Engineering, 122, 87–107.

    Article  Google Scholar 

  • Breusers, H.N.C., Nicollet, G. and Shen, H.W., 1977. Local scour around cylindrical piers, Journal of Hydraulic Research, 15(3), 211–252.

    Article  Google Scholar 

  • Chen, B. and Li, S.W., 2018. Experimental study of local scour around a vertical cylinder under wave-only and combined wave-current conditions in a large-scale flume, Journal of Hydraulic Engineering, 144(9), 04018058.

    Article  Google Scholar 

  • Dean, R.G. and Dalrymple, R.A., 1991. Water Wave Mechanics for Engineers and Scientists, World Scientific, Singapore.

    Book  Google Scholar 

  • Du, S., Dai, G.L., Gao, L.C., Wan, Z.H. and Lan, M.X., 2020. Prediction of local scour depth at offshore wind turbine monopile foundation in combined waves and current, Journal of Southeast University (Natural Science Edition), 50(4), 616–622. (in Chinese)

    Google Scholar 

  • Ettema, R., Kirkil, G. and Muste, M., 2006. Similitude of large-scale turbulence in experiments on local scour at cylinders, Journal of Hydraulic Engineering, 132(1), 33–40.

    Article  Google Scholar 

  • Ettema, R., Melville, B.W. and Barkdoll, B., 1998. Scale effect in pierscour experiments, Journal of Hydraulic Engineering, 124(6), 639–642.

    Article  Google Scholar 

  • Han, H.Q., Xiong, S.L. and Sun, Z.L., 2016. Local scour equation at bridge piers under tidal current action, Journal of Sediment Research, (1), 9–13. (in Chinese)

  • Hirt, C.W. and Nichols, B.D., 1981. Volume of fluid (VOF) method for the dynamics of free boundaries, Journal of Computational Physics, 39(1), 201–225.

    Article  Google Scholar 

  • Hirt, C.W. and Sicilian, J.M., 1985. A porosity technique for the definition of obstacles in rectangular cell meshes, Proceedings of the 4th International Conference on Numerical Ship Hydrodynamics, Washington.

  • Huang, W.R., Yang, Q.P. and Xiao, H., 2009. CFD modeling of scale effects on turbulence flow and scour around bridge piers, Computers & Fluids, 38(5), 1050–1058.

    Article  Google Scholar 

  • Lian, J.J., Li, J.L., Guo, Y.H., Wang, H.J. and Yang, X., 2022. Numerical study on local scour characteristics of multi-bucket jacket foundation considering exposed height, Applied Ocean Research, 121, 103092.

    Article  Google Scholar 

  • Mastbergen, D.R. and van den Berg, J.H., 2003. Breaching in fine sands and the generation of sustained turbidity currents in submarine canyons, Sedimentology, 50(4), 625–637.

    Article  Google Scholar 

  • Ministry of Transport of the People’s Republic of China, 2015. Hydrological Specifications for Survey and Design of Highway Engineering, JTG C30–2015, China Communication Press, Beijing. (in Chinese)

    Google Scholar 

  • Nakagawa, H. and Suzuki, K., 1976. Local scour around bridge pier in tidal current, Coastal Engineering in Japan, 19(1), 89–100.

    Article  Google Scholar 

  • Prendergast, L.J., Hester, D., Gavin, K. and O’Sullivan, J.J., 2013. An investigation of the changes in the natural frequency of a pile affected by scour, Journal of Sound and Vibration, 332(25), 6685–6702.

    Article  Google Scholar 

  • Qi, W.G. and Gao, F.P., 2014a. Physical modeling of local scour development around a large-diameter monopile in combined waves and current, Coastal Engineering, 83, 72–81.

    Article  Google Scholar 

  • Qi, W.G. and Gao, F.P., 2014b. Equilibrium scour depth at offshore monopile foundation in combined waves and current, Science China Technological Sciences, 57(5), 1030–1039.

    Article  Google Scholar 

  • Raaijmakers, T. and Rudolph, D, 2008. Time-dependent scour development under combined current and waves conditions-laboratory experiments with online monitoring technique, Proceedings 4th International Conference on Scour and Erosion, Tokyo, Japan, 152–161.

  • Rambabu, M., Rao, S.N. and Sundar, V., 2003. Current-induced scour around a vertical pile in cohesive soil, Ocean Engineering, 30(7), 893–920.

    Article  Google Scholar 

  • Rudolph, D. and Bos, K.J., 2006. Scour around a monopile under combined wavecurrent conditions and low KC-numbers, Proceedings of the 3rd International Conference on Scour and Erosion (ICSE-3), CURNET, Amsterdam, The Netherlands, pp. 582–588.

    Google Scholar 

  • Rudolph, D., Bos, K.J., Luijendijk, A.P., Rietema, K. and Out, J.M.M., 2004. Scour around offshore structures-analysis of field measurements, Proceedings of the 2nd International Conference on Scour and Erosion, Singapore.

  • Shen, H.W., Schneider, V.R. and Karaki, S.S., 1966. Mechanics of Local Scour: Supplement, Methods of Reducing Scour, Colorado State University, Fort Collins.

    Google Scholar 

  • Sheppard, D.M., Melville, B. and Demir, H., 2014. Evaluation of existing equations for local scour at bridge piers, Journal of Hydraulic Engineering, 140(1), 14–23.

    Article  Google Scholar 

  • Sheppard, D.M., Odeh, M. and Glasser, T., 2004. Large scale clear-water local pier scour experiments, Journal of Hydraulic Engineering, 130(10), 957–963.

    Article  Google Scholar 

  • Soulsby, R., 1997. Dynamics of Marine Sands: A Manual for Practical Applications, Thomas Telford, London.

    Google Scholar 

  • Sumer, B.M., 2002. The Mechanics of Scour in the Marine Environment, World Scientific, River Edge.

    Book  Google Scholar 

  • Sumer, B.M. and Fredsoe, J., 2001. Wave scour around a large vertical circular cylinder, Journal of Waterway, Port, Coastal, and Ocean Engineering, 127(3), 125–134.

    Article  Google Scholar 

  • Sumer, B.M., Fredsoe, J. and Christiansen, N., 1992. Scour around vertical pile in waves, Journal of Waterway, Port, Coasta, and Ocean Engineering, 118(1), 15–31.

    Article  Google Scholar 

  • Umeda, S., Yuhi, M. and Ishida, H., 2004. Numerical study of three-dimensional flow fields around the base of a vertical cylinder in oscillatory plus mean flow, in: Melby, J.A. (ed.), Coastal Structures 2003, American Society of Civil Engineers, Reston, pp. 751–763.

    Chapter  Google Scholar 

  • Wang, R.K. and Herbich, J.B., 1983. Combined Current and Wave-Produced Scour Around a Single Pile, Texas A&M University, College Station.

    Google Scholar 

  • Wei, K., Qiu, F. and Qin, S.Q., 2022. Experimental and numerical investigation into effect of skirted caisson on local scour around the large-scale bridge foundation, Ocean Engineering, 250, 111052.

    Article  Google Scholar 

  • Yakhot, V. and Orszag, S.A., 1986. Renormalization group analysis of turbulence. I. Basic theory, Journal of Scientific Computing, 1(1), 3–51.

    Article  MathSciNet  Google Scholar 

  • Yakhot, V. and Smith, L.M., 1992. The renormalization group, the ε - expansion and derivation of turbulence models, Journal of Scientific Computing, 7(1), 35–61.

    Article  MathSciNet  Google Scholar 

  • Yang, Q., Yu, P. and Liu, H.J., 2022. Computational investigation of scour characteristics of USAF in multi-specie sand under steady current, Ocean Engineering, 262, 112141.

    Article  Google Scholar 

  • Yu, P., Hu, R.G., Yang, J.M. and Liu, H.J., 2020. Numerical investigation of local scour around USAF with different hydraulic conditions under currents and waves, Ocean Engineering, 213, 107696.

    Article  Google Scholar 

  • Zhang, M.X., Sun, H., Yao, W.J. and Yu, G.L., 2022. Local scour of cohesive sediment bed at the pile subjected to lateral vibration, Ocean Engineering, 265, 112652.

    Article  Google Scholar 

  • Zhao, M., Cheng, L. and Zang, Z.P., 2010. Experimental and numerical investigation of local scour around a submerged vertical circular cylinder in steady currents, Coastal Engineering, 57(8), 709–721.

    Article  Google Scholar 

  • Zhao, X., Zhang, P.Y., Lv, Y.J. and Ding, H.Y., 2020. Scour effects on bearing capacity of composite bucket foundation for offshore wind turbines, Marine Georesources & Geotechnology, 38(2), 223–237.

    Article  Google Scholar 

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Correspondence to Xue-liang Zhao.

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Foundation item: This work was financially supported by the National Natural Science Foundation of China (Grant No. 52378329).

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Sui, Sh., Zhao, Xl., Chen, Xr. et al. Full-Scale Numerical Simulation of the Local Scour Under Combined Current and Wave Conditions Based on Field Data. China Ocean Eng 37, 1032–1043 (2023). https://doi.org/10.1007/s13344-023-0086-3

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  • DOI: https://doi.org/10.1007/s13344-023-0086-3

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