Prediction of scour depth around offshore pipelines in the South China Sea
详细信息    查看全文
  • 作者:Yonggang Cao (1) (2)
    Yuchuan Bai (1)
    Junqin Wang (3)
    Shizhi Liao (2)
    Dong Xu (1)
  • 关键词:pipeline ; offshore pipelines ; sediment ; scour depth ; numerical simulation ; theoretical calculation ; South China Sea
  • 刊名:Journal of Marine Science and Application
  • 出版年:2015
  • 出版时间:March 2015
  • 年:2015
  • 卷:14
  • 期:1
  • 页码:83-92
  • 全文大小:565 KB
  • 参考文献:1. Chao JL, Hennessy PV (1972). Local scour under ocean outfall pipelines. / Journal of the Water Pollution Control Federation, 44(7), 1443鈥?447.
    2. Dey S, Singh NP (2007). Clear-water scour depth below underwater pipelines. / Journal of Hydro-environment Research, 1(2), 157鈥?62. DOI: 10.1016/j.jher.2007.07.001 CrossRef
    3. Dou GR (1999). Incipient motion of coarse and fine sediment. / Journal of Sediment Research, (6), 1鈥?. (in Chinese) DOI: 10.3321/j.issn:0468-155X.1999.06.001
    4. Hansen EA, Fredsoe J, Mao Y (1986). Two-dimensional scour below pipelines. / Proc. 5th Int. Symp. on Offshore Mech. and Arctic Eng., New York, 3, 670鈥?78.
    5. Herbich JB (1981). / Offshore pipeline design elements. Marcel Dekker, Inc., New York, 41鈥?9.
    6. Jiang CB, Bai YC, Jiang NS, Hu SX (2001). Incipient motion of cohesive silt in the Haihe River estuary. / Journal of Hydraulic Engineering, 32(6), 51鈥?6. (in Chinese)
    7. Leeuwenstein W, Wind HG (1984). The computation of bed shear in a numerical model. / Proceedings of 19th Conference on Coastal Engineering, Houston, USA, 2, 1685鈥?702. DOI: http://dx.doi.org/10.9753/icce.v19
    8. Li FJ, Cheng L (2000). Numerical simulation of pipeline local scour with lee-wake effects. / International Journal of Offshore and Polar Engineering, 10(3), 195鈥?99.
    9. Liang DF, Cheng L, Li FJ (2005). Numerical modeling of flow and scour below a pipeline in currents: Part II. Scour simulation. / Coastal Engineering, 52(1), 43鈥?2. DOI: 10.1016/j.coastaleng.2004.09.001 CrossRef
    10. Lovera F, Kennedy JF (1969). Friction-factors for flat-bed flows in sand channels. / Journal of the Hydraulics Division, 95(4), 1227鈥?234.
    11. Mao Y (1986). / The interaction between a pipeline and an erodible bed. PhD thesis, Institute of Hydrodynamics and Hydraulic Engineering, Technical University of Denmark, Lyngby, Denmark.
    12. Sha YQ (1965). / Sediment mechanical dynamics. China Industry Press, Beijing, 167鈥?68. (in Chinese)
    13. Streeter VL (1963). / Fluid mechanics. McGraw-Hill, New York, 33鈥?5.
    14. Tan GM, Jiang L, Shu CW, Lv P, Wang J (2010). Experimental study of scour rate in consolidated cohesive sediment. / Journal of Hydrodynamics, Ser. B, 22(1), 51鈥?7. DOI: 10.1016/S1001-6058(09)60027-5 CrossRef
    15. Tang CB (1963). Incipient motion of sediment. / Journal of Hydraulic Engineering, (2), 1鈥?2. (in Chinese)
    16. Wang SY, Shen HW (1985). Incipient sediment motion and riprap design. / Journal of Hydraulic Engineering, 111(3), 520鈥?38. CrossRef
    17. Wei YJ, Ye YC (2008). 3D numerical modeling of flow and scour around short cylinder. / Chinese Journal of Hydrodynamics, 23(6), 655鈥?61. (in Chinese)
    18. Whitehouse R (1998). / Scour at marine structures: A manual for practical applications. Thomas Telford Press, London, 45鈥?8. CrossRef
    19. Yang B, Gao FP, Wu YX (2008). Experimental study on local scour of sandy seabed under submarine pipeline in unidirectional currents. / Engineering Mechanics, 25(3), 206鈥?10.
    20. Yang B, Tao Y, Ma JL, Cui JS (2013). The experimental study on local scour around a circular pipe undergoing vortex-induced vibration in steady flow. / Journal of Marine Science and Technology, 21(3), 250鈥?57. DOI: 10.6119/JMST-012-0412-2
    21. Zhang CL, Yu GL, Xie JB (2009). The characteristics of the shear stress and flow field around a pipeline on fixed-bed with different gap-ratios in unidirectional flows. / Marine Sciences, 33(3), 27鈥?0. (in Chinese)
    22. Zhang RJ, Xie JH, Chen WB (2007). / River dynamics. Wuhan University Press, Wuhan, 32鈥?7. (in Chinese)
    23. Zhao M, Cheng L (2008). Numerical modeling of local scour below a piggyback pipeline in currents. / Journal of Hydraulic Engineering, 134(10), 1452鈥?463. DOI:http://dx.doi.org/10.1061/(ASCE)0733-9429(2008)134:10(1452) CrossRef
    24. Zhao M, Cheng L (2010). Numerical investigation of local scour below a vibrating pipeline under steady currents. / Coastal Engineering, 57(4), 397鈥?06. DOI: 10.1016/j.coastaleng.2009.11.008 CrossRef
    25. Zhao ZH, Fernando HJS (2007). Numerical simulation of scour around pipelines using an Euler-Euler coupled two-phase model. / Environmental Fluid Mechanics, 7(2), 121鈥?42. DOI: 10.1007/s10652-007-9017-8 CrossRef
  • 作者单位:Yonggang Cao (1) (2)
    Yuchuan Bai (1)
    Junqin Wang (3)
    Shizhi Liao (2)
    Dong Xu (1)

    1. State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin University, Tianjin, 300072, China
    2. South China Sea Marine Engineering Surveying Center, State Oceanic Administration, Guangzhou, 510300, China
    3. China National Offshore Oil Corporation General Research Institute, Beijing, 100027, China
  • 刊物类别:Engineering
  • 刊物主题:Offshore Engineering
    Machinery and Machine Elements
    Electrical Power Generation and Transmission
    Chinese Library of Science
  • 出版者:Harbin Engineering University
  • ISSN:1993-5048
文摘
Scour depth prediction of offshore pipelines is of great significance to the design and construction of the submarine pipeline projects. In this paper, based on the CFD software package FLUENT and User Defined Function (UDF), an Eulerian two-phase model, which includes an Euler-Euler coupled model for water and sediment phases, and a turbulent model for the fluid phase, is adopted to predict the scour depth around pipelines. The model is verified by observation data obtained from laboratory experiments. On the basis of the simulations, the factors affecting the scour depth, including the effects of incipient velocity, pipe diameter and sediment particle size and so on, were investigated. Meanwhile, according to formulas of incipient velocity of various sediments, approximate calculation on theoretical scour depths is developed for pipelines of seven stations in the South China Sea, where engineering application information is available.

© 2004-2018 中国地质图书馆版权所有 京ICP备05064691号 京公网安备11010802017129号

地址:北京市海淀区学院路29号 邮编:100083

电话:办公室:(+86 10)66554848;文献借阅、咨询服务、科技查新:66554700