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A Study of Structural Stability of HDPE Pipe during Installation

고밀도 폴리에틸렌 파이프의 설치중 구조안정성에 대한 연구

  • Received : 2015.03.04
  • Accepted : 2015.03.25
  • Published : 2015.03.31

Abstract

In this study, structural stability of large diameter high density polyethylene (HDPE) pipe during installation was numerically investigated in order to investigate the effect of concrete collar dimension, water depth and tension (pulling force). From the numerical simulation results, the total stress of HDPE pipe with designed concrete collar was within 2.5%, so the total weight of concrete collar for sinking of HDPE is important rather than concrete collar dimension. Furthermore, the tension area for possible installation is decreased as the air filling rate is increased. Therefore, it is important to calculate the reasonable tension range before actual installation for safe installation of HDPE pipe.

Keywords

References

  1. Anscombe, R. and Howard, M. (1993), "Installation of a polyethylene outfall pipeline," The 11th Australasian Conference on Coastal and Ocean Engineering. Queensland, Australia. pp. 269-274.
  2. AWWA (2006), M55 PE Pipe - Design and Installation. American Water Works Association, Washington, D.C., USA.
  3. DNV (1998), "On-bottom Stability Design of Submarine Pipeline," DNV-RP-E305, Det Norske Veritas, Oslo, Norway.
  4. DNV (2010a), "Environmental Conditions and Environmental Loads," DNV-RP-C205, Det Norske Veritas, Oslo, Norway.
  5. DNV (2010b), "On-bottom Stability Design of Submarine Pipelines," DNV-RP-F109, Det Norske Veritas, Oslo, Norway.
  6. Grace, R. A. (2009), Marine Outfall Construction: Background, Techniques, and Case Studies. American Society of Civil Engineers (ASCE) Press, Reston, VA, USA.
  7. ISO (2009), Mechanical properties of fasteners made of carbon steel and alloy steel -- Part 1: Bolts, screws and studs with specified property classes -- Coarse thread and fine pitch thread (ISO 898-1). International Organization for Standardization, Geneva, Switzerland.
  8. Jackson, L. A. (1984), "Large Diameter Polyethylene Submarine Outfalls," Coastal Engineering Proceedings, pp. 3148-3156.
  9. Janson, L. E. (1990), "Review of design and experience with thermoplastic outfall piping," ASTM Special Technical Publication, pp. 336-343.
  10. Orcina (2013), OrcaFlex User's manual version 9.6c. Orcina Ltd., Cumbria, UK.
  11. Park, K. S., Choi, H. S., Kim, D. K., Yu, S. Y., and Kang, S. C. (2015), "Structural Analysis of Deepwater Steel Catenary Riser using OrcaFlex," Journal of Ocean Engineering and Technology, 29(1), pp. 16-27. (in Korean) https://doi.org/10.5574/KSOE.2015.29.1.016
  12. PIPELIFE (2002), Technical Catalogue for Submarine Installations of Polyethylene Pipes. Pipelife Norge AS, Stathelle, Norway.
  13. PPI (2006), Marine Installations, Plastics Pipe Institute (PPI), Irving, TX, USA.
  14. Reiff, F. M. (2002), Small Diameter (HDPE) Submarine Outfalls. CEPIS, Washington, D.C., USA.
  15. Roberts, P. J. W., Salsa, H. J., Reiff, F. M., Libhaber, M., Alejandre L. and Thomson, J. C. (2010), Marine Wastewater Outfalls and Treatment Systems. IWA Publishing, London, UK.
  16. Shin, W. C. (2013), "Introduction of GHANA TAKORADI T2 Project Large HDPE Pipe Sinking Design," POSCO Engineering Technology Magazine, 29(1), pp. 46-57 (in Korean)