STUDY ON ADAPTABILITY OF CALCULATION METHOD FOR LOCAL SCOURING DEPTH OF SINGLE PILE FOUNDATION IN OFFSHORE WIND FARM

Qiu Xu, Ma Wenguan, Zhang Yu, Chen Xinming, Zhang Bo, Liu Xin

Acta Energiae Solaris Sinica ›› 2023, Vol. 44 ›› Issue (11) : 287-293.

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Acta Energiae Solaris Sinica ›› 2023, Vol. 44 ›› Issue (11) : 287-293. DOI: 10.19912/j.0254-0096.tynxb.2022-1112

STUDY ON ADAPTABILITY OF CALCULATION METHOD FOR LOCAL SCOURING DEPTH OF SINGLE PILE FOUNDATION IN OFFSHORE WIND FARM

  • Qiu Xu1, Ma Wenguan1, Zhang Yu2, Chen Xinming1, Zhang Bo1, Liu Xin1
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Abstract

For the most widely used monopile foundation in offshore wind power, the scour depth distribution of offshore wind farms is discussed based on the measured data of offshore wind farms in Shandong, Jiangsu, Zhejiang and other places. At the same time, the theoretical scour depth of each wind farm is calculated by using Qi & Gao formula, Han Haiqian formula and Wang Rukai formula, and the relationship between the calculated results and the measured data is analyzed to study the adaptability of each scour calculation method. The results show that the above three calculation methods can predict the local erosion depth of monopile foundation to a certain extent.

Key words

offshore wind power / pile foundations / scour / computing method / adaptability

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Qiu Xu, Ma Wenguan, Zhang Yu, Chen Xinming, Zhang Bo, Liu Xin. 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 https://doi.org/10.19912/j.0254-0096.tynxb.2022-1112

References

[1] 刘吉臻, 马利飞, 王庆华, 等. 海上风电支撑我国能源转型发展的思考[J]. 中国工程科学, 2021, 23(1): 149-159.
LIU J Z, MA L F, WANG Q H, et al.Offshore wind power supports china's energy transition[J]. Strategic study of CAE, 2021, 23(1): 149-159.
[2] 易跃春. 中国海上风电2018[J]. 电力设备管理, 2018(12): 81-83.
YI Y C. China offshore wind power in2018[J]. Electric power equipment management, 2018(12): 81-83.
[3] 王伟, 杨敏. 海上风电机组基础结构设计关键技术问题与讨论[J]. 水力发电学报, 2012, 31(6): 242-248.
WANG W, YANG M.Review and discussion on key technologies in foundation design of offshore wind power[J]. Journal of hydroelectric engineering, 2012, 31(6): 242-248.
[4] GAVIN K, IGOE D, DOHERTY P.Piles for offshore wind turbines: a state-of-the-art review[J]. Proceedings of the institution of civil engineers-geotechnical engineering, 2011, 164(4): 245-256.
[5] MELVILLE B W, COLEMAN S E.Bridge scour[M]. Colorodo: Water Resources Publication, 2000.
[6] BREUSERS H N C, NICOLLET G, SHEN H W. Local scour around cylindrical piers[J]. Journal of hydraulic research, 1977, 15(3): 211-252.
[7] JOHNSON P A.Reliability-based pier scour engineering[J]. Journal of hydraulic engineering, 1992, 118(10): 1344-1358.
[8] BRIAUD J L, TING C K, CHEN H C, et al.SRICOS: prediction of scour rate in cohesive soils at bridge piers[J]. Journal of geotechnical and geoenvironmental engineering, 1999, 125(4): 237-246.
[9] ARNESON L A, ZEVENBERGEN L W, LAGASSE P F, et al.Evaluating scour at bridges[R].(Fifth edition) Federal Highway Administration, 2012.
[10] 朱炳祥. 粘性土桥渡冲刷计算[J]. 武汉水利电力学院学报, 1981, 14(2): 59-68.
ZHU B X.Calculation of scour of cohesive soil bridge crossing[J]. Journal of the Wuhan University of Hydraulic and Electric Engineering, 1981, 14(2): 59-68.
[11] JTGC30—2002, 公路工程水文勘测设计规范[S].
JTGC30—2002, Hydrological specifications for survey and design of highway engineering[S].
[12] SUMER B M.The mechanics of scour in the marine environment[M]. World Scientific, 2002.
[13] 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.Research on local scour at bridge piers under tidal current action[D]. Hangzhou: Zhejiang University, 2006.
[14] ZANKE U C E, HSU T W, ROLAND A, et al. Equilibrium scour depths around piles in noncohesive sediments under currents and waves[J]. Coastal engineering, 2011, 58(10): 986-991.
[15] 黄建维, 郭颖. 波浪作用下海上墩式建筑物周围局部冲刷的试验研究[J]. 海洋工程, 1994, 12(4): 29-41.
HUANG J W, GUO Y.Experimental investigation of local scour around oceanic cylinder construction due to wave motion[J]. The ocean engineering, 1994, 12(4): 29-41.
[16] 陈国平, 左其华, 黄海龙. 波浪作用下大尺径圆柱周围局部冲刷[J]. 海洋工程, 2004, 22(1): 46-51, 58.
CHEN G P, ZUO Q H, HUANG H L.Local scour around large-scale cylinder under wave action[J]. The ocean engineering, 2004, 22(1): 46-51, 58.
[17] QI W G, GAO F P.Physical modeling of local scour development around a large-diameter monopile in combined waves and current[J]. Coastal engineering, 2014, 83: 72-81.
[18] 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.
[19] 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.
[20] EADIE R W, HERBICH J B.Scour about a single, cylindrical pile due to combined random waves and a current[J]. Coastal engineering proceedings, 1986(20): 136.
[21] 王勇强, 靳朝晖, 张颖, 等. 海上风电风机基础冲刷研究进展[J]. 武汉大学学报(工学版), 2020, 53(S1): 237-244.
WANG Y Q, JIN Z H, ZHANG Y, et al.Research progress of the scour around offshore turbine foundation[J]. Engineering Journal of Wuhan University, 2020, 53(S1): 237-244.
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