RESEARCH AND PRELIMINARY VERIFICATION OF CALCULATION METHOD FOR LOCAL SCOUR AROUND PILE FOUNDATION UNDER COMBINED ACTION OF WAVES AND CURRENT

Pan Xiaochun, Cai Shenghua, Lu Hongqian, Song Kunlin, Shu Jiaqing

Acta Energiae Solaris Sinica ›› 2025, Vol. 46 ›› Issue (11) : 629-640.

PDF(1753 KB)
Welcome to visit Acta Energiae Solaris Sinica, Today is
PDF(1753 KB)
Acta Energiae Solaris Sinica ›› 2025, Vol. 46 ›› Issue (11) : 629-640. DOI: 10.19912/j.0254-0096.tynxb.2024-1160

RESEARCH AND PRELIMINARY VERIFICATION OF CALCULATION METHOD FOR LOCAL SCOUR AROUND PILE FOUNDATION UNDER COMBINED ACTION OF WAVES AND CURRENT

  • Pan Xiaochun, Cai Shenghua, Lu Hongqian, Song Kunlin, Shu Jiaqing
Author information +
History +

Abstract

The existing calculation methods for local scour around pile foundation under the combined action of waves and current have some shortcomings, and there is an urgent need to develop accurate and reliable analysis and calculation methods for local scour around pile foundation under the combined action of waves and current. According to 69 sets of physical model test data on local scour around pile foundation under wave and current effects, combined with analysis of the main influencing factors of scour, dimensional analysis and multiple regression analysis were used to select variables and their coefficients. Based on the accuracy analysis of 12 sets of regression analysis results and the analysis of the impact of pile foundation scale, and considering the pier-shape coefficient for foundation scouri, a new formula for calculating the maximum local scour around pile foundation under the combined action of waves and current is developed. Research has shown that a single factor calculation formula based solely on the Froude number of pile diameter is difficult to achieve high calculation accuracy; The verification using 12 sets of publicly released measured data and 6 sets of physical model data shows that the formula in this paper is superior to Han Haiqian's wave current formula, and more significantly superior to other methods. The formula in this article is applicable for the analysis and calculation of local scour around pile foundation under the combined action of waves and current on fine and medium sandy seabed. However, in the future, it is still necessary to continuously accumulate pile scour and marine hydrological data for improvement.

Key words

offshore wind farm / pile foundation / dimensional analysis / wave and current / Froude number / local scour

Cite this article

Download Citations
Pan Xiaochun, Cai Shenghua, Lu Hongqian, Song Kunlin, Shu Jiaqing. RESEARCH AND PRELIMINARY VERIFICATION OF CALCULATION METHOD FOR LOCAL SCOUR AROUND PILE FOUNDATION UNDER COMBINED ACTION OF WAVES AND CURRENT[J]. Acta Energiae Solaris Sinica. 2025, 46(11): 629-640 https://doi.org/10.19912/j.0254-0096.tynxb.2024-1160

References

[1] 郁琼源, 潘德鑫. 我国海上风电装机规模达3189万千瓦[EB/OL]. (2023-12-08)[2024-06-18] . https://baijiahao.baidu.com/s?id=1784728169691840687&wfr=spider&for=pc.
YU Q Y, PAN D X. The installed capacity of offshore wind power in China has reached 31.89 million kilowatts[EB/OL]. (2023-12-08)[2024-06-18]. https://baijiahao.baidu.com/s?id=1784728169691840687&wfr=spider&for=pc.
[2] 于通顺, 唐俊辉, 刘梅梅, 等. 局部冲刷对复合筒基风电结构体系动力响应影响[J]. 太阳能学报, 2022, 43(4): 359-365.
YU T S, TANG J H, LIU M M, et al.Influence of local scour on dynamic response of wind turbine structure system with composite bucket foundation[J]. Acta energiae solaris sinica, 2022, 43(4): 359-365.
[3] 唐汉枫, 陈旭光, 刘金忠. 局部冲刷作用后海上风电桶型基础破坏包络面特性研究[J]. 太阳能学报, 2022, 43(12): 289-299.
TANG H F, CHEN X G, LIU J Z.Study on failure envelopes of bucket foundations for offshore wind turbines after local scour[J]. Acta energiae solaris sinica, 2022, 43(12): 289-299.
[4] DNV-OS-J101-2014, Design of offshore wind turbine structures[S].
[5] Germanischer Lloyd, Guideline for the certification of offshore wind turbines[S].
[6] TB 10017—2021, 铁路工程水文勘测设计规范[S].
TB 10017—2021, Code for survey and design on hydrology of railway engineering[S].
[7] NB/T 10105—2018, 海上风电场工程风电机组基础设计规范[S].
NB/T 10105—2018, Code for design of wind turbine foundations for offshore wind power projects[S].
[8] T/CEPPEA5041—2023, 电力工程基础冲刷勘测规程[S].
T/CEPPEA5041—2023, Code of scouring survey for foundation of electric power projects[S].
[9] 韩海骞. 潮流作用下桥墩局部冲刷研究[D]. 杭州: 浙江大学, 2006.
HAN H Q.Study on local scour of pier under tidal current[D]. Hangzhou: Zhejiang University, 2006.
[10] SUMER B M, FREDSØE J, CHRISTIANSEN N. Scour around vertical pile in waves[J]. Journal of waterway, port, coastal, and ocean engineering, 1992, 118(1): 15-31.
[11] 陈国平, 左其华, 黄海龙. 波浪作用下桩柱周围局部冲刷研究[J]. 海洋工程, 2000, 18(4): 21-26.
CHEN G P, ZUO Q H, HUANG H L.Local scour around cylinder under wave action[J]. The ocean engineering, 2000, 18(4): 21-26.
[12] 王汝凯. 神仙沟(桩11)建油港的冲淤问题[J]. 海岸工程, 1985, 4(2): 32-38.
WANG R K.The scour and siltation problems in Shenxiangou (pile11)beach area of planned oil docks[J]. Coastal engineering, 1985, 4(2): 32-38.
[13] 张玮, 濮勋, 廖迎娣. 淤泥质海岸近海风电塔基局部冲刷计算研究[J]. 海洋工程, 2010, 28(2): 105-109.
ZHANG W, PU X, LIAO Y D.Calculation of local scour around piles of offshore wind power on muddy coast[J]. The ocean engineering, 2010, 28(2): 105-109.
[14] 邱旭, 马文冠, 张宇, 等. 海上风电场单桩基础局部冲刷深度计算方法适应性研究[J]. 太阳能学报, 2023, 44(11): 287-293.
QIU X, MA W G, ZHANG Y, et al.Study on adaptability of calculation method for local scouring depth of single pile foundation in offshore wind farm[J]. Acta energiae solaris sinica, 2023, 44(11): 287-293.
[15] 邱旭, 马文冠, 姚中原, 等. 基于实测的海上风电基础局部冲刷及防护措施效果对比研究[J]. 太阳能学报, 2023, 44(12): 230-237.
QIU X, MA W G, YAO Z Y, et al.Comparative study on effect of local scour and protective measures of offshore wind power foundation based on field measurement[J]. Acta energiae solaris sinica, 2023, 44(12): 230-237.
[16] 冯秀丽. 海洋水动力条件下粉土响应模型[D]. 青岛: 青岛海洋大学, 2000.
FENG X L.A response model for silt under marine hydrodynamic conditions[D]. Qingdao: Qingdao Ocean University, 2000.
[17] SUMER B M, FREDSØE J. Scour around pile in combined waves and current[J]. Journal of hydraulic engineering, 2001, 127(5): 403-411.
[18] 李林普, 张日向. 波流作用下大直径圆柱体基底周围最大冲刷深度预测[J]. 大连理工大学学报, 2003, 43(5): 676-680.
LI L P, ZHANG R X.Forecast of the maximum scour depth around vertical cylinders of large diameter combined wave and current action[J]. Journal of Dalian University of Technology, 2003, 43(5): 676-680.
[19] 韩海骞, 熊绍隆, 孙志林. 潮流作用下桥墩局部冲刷深度计算公式的建立与验证[J]. 泥沙研究, 2016(1): 9-13.
HAN H Q, XIONG S L, SUN Z L.Local scour equation at bridge piers under tidal current action[J]. Journal of sediment research, 2016(1): 9-13.
[20] RUDOLPH D, BOS K J.Scour around a monopile under combined wave-current conditions and low KC-numbers[C]//Proceedings of 3rd International Conference on Scour and Erosion. Amsterdam, The Netherlands, 2006: 582-588.
[21] QI W G, GAO F P.Equilibrium scour depth at offshore monopile foundation in combined waves and current[J]. Science China technological sciences, 2014, 57(5): 1030-1039.
[22] 杜硕, 戴国亮, 高鲁超, 等. 波流作用近海风机单桩基础局部冲刷深度预测[J]. 东南大学学报(自然科学版), 2020, 50(4): 616-622.
DU S, DAI G L, GAO L C, et al.Prediction of local scour depth at offshore wind turbine monopile foundation in combined waves and current[J]. Journal of southeast university (natural science edition), 2020, 50(4): 616-622.
[23] 程永舟, 姜松, 吕行, 等. 波流共同作用下大直径圆柱局部冲刷试验研究[J]. 应用基础与工程科学学报, 2021, 29(3): 606-616.
CHENG Y Z, JIANG S, LYU X, et al.Experimental study of local scour around a large-diameter vertical cylinder in combined waves and current[J]. Journal of basic science and engineering, 2021, 29(3): 606-616.
[24] 刘汝嘉, 王栋, 郭文韬, 等. 波流作用下单桩基础局部冲刷试验研究[J]. 中国港湾建设, 2023, 43(1): 47-51.
LIU R J, WANG D, GUO W T, et al.Experimental study on local scour of monopile foundation under combined action of waves and currents[J]. China harbour engineering, 2023, 43(1): 47-51.
[25] WHITEHOUSE R J S, HARRIS J, SUTHERLAND J, et al. An assessment of field data for scour at offshore wind turbine foundations[C]//4th International Conference on Scour and Erosion, Tokyo 2008: 329-335.
[26] FIGEN H D, MARTIN D, JAN P, JESPER F D.Scour development around offshore wind turbine foundation: field measurement & analysis[C]//International Conference on Scour and Erosion. Paris, France, 2012.
[27] ETTEMA R.Influence of bed material gradation on local scour[D]. Auckland: University of Auckland, 1980.
[28] MELVILLE B W, CHIEW Y M.Time scale for local scour at bridge piers[J]. Journal of hydraulic engineering, 1999, 125(1): 59-65.
[29] 陈海鸥. 波流共同作用下海床上直立大直径圆柱建筑物周围的局部冲刷研究[D]. 大连: 大连理工大学, 2002.
CHEN H O.Study on local scour around vertical large-diameter cylindrical buildings on seabed under the combined action of wave and current[D]. Dalian: Dalian University of Technology, 2002.
[30] SUMER B M, FREDSØE J. The mechanics of scour in the marine environment[M]. River Edge, N.J.: World Scientific, 2002.
[31] ETTEMA R, KIRKIL G, MUSTE M.Similitude of large-scale turbulence in experiments on local scour at cylinders[J]. Journal of hydraulic engineering, 2006, 132(1): 33-40.
[32] SUMER B M, PETERSEN T U, LOCATELLI L, et al.Backfilling of a scour hole around a pile in waves and current[J]. Journal of waterway, port, coastal, and ocean engineering, 2013, 139(1): 9-23.
[33] JTS 145—2015(2022版), 港口与航道水文规范[S].
JTS 145—2015(2022版), Code of hydrology for harbour and waterway[S].
PDF(1753 KB)

Accesses

Citation

Detail

Sections
Recommended

/