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Wave-induced pore pressures around submarine pipelines
Institution:1. Department of Biochemistry, College of Life Science and Biotechnology, Yonsei University, Seoul 120-749, South Korea;2. Yonsei Laboratory Animal Research Center, Yonsei University, Seoul 120-749, South Korea;3. Laboratory of Cellular Physiology and Immunology, Institut de Recherches Cliniques de Montréal, Montréal QC H2W 1R7, Canada;4. Department of Microbiology, Infectiology and Immunology, Université de Montréal, Montreal QC H3T 1J4, Canada;5. Cardiology Division, Severance Cardiovascular Hospital, Yonsei University College of Medicine, Seoul 120-752, South Korea;6. Cardiovascular Research Institute, Yonsei University College of Medicine, Seoul 120-752, South Korea;7. DNA Link, Inc., Songpa-Gu, Seoul 138-736, South Korea;8. Department of Life Sciences, Pohang University of Science and Technology, Gyeongbuk 790-784, South Korea;9. Cardiac and Vascular Center, Samsung Medical Center, Sungkyunkwan University School of Medicine, Suwon, Gyeonggi-do 440-746, South Korea;10. Department of Physiology, Ajou University School of Medicine, Suwon 443-380, South Korea;11. Department of Oral Biology, College of Dentistry, Yonsei University, Seoul 120-752, South Korea;12. Department of Pediatrics, Oregon Health & Science University, Portland, OR 97239-3098, USA;1. Department of Infrastructure Engineering, The University of Melbourne, Victoria, 3010, Australia;2. Department of Civil Engineering, Indian Institute of Technology Bombay, Powai, Mumbai, 400 076, India;3. Faculty of Engineering and Physical Sciences, University of Southampton, Southampton, SO17 1BJ, UK;1. Department of Marine Environment and Engineering, National Sun Yat-Sen University, Kaohsiung 80424, Taiwan;2. Department of Marine Environmental Engineering, National Kaohsiung University of Science and Technology, Kaohsiung 81157, Taiwan;1. State Key Laboratory of Hydrology Water Resources and Hydraulic Engineering, Hohai University, Nanjing, 210024, China;2. College of Harbor, Coastal and Offshore Engineering, Hohai University, Nanjing, 210024, China;3. School of Engineering and Built Environment, Griffith University Gold Coast Campus, Queensland, 4222, Australia;4. Faculty of Engineering & Informatics, University of Bradford, Bradford, BD7 1DP, UK
Abstract:For the response of an undisturbed seabed to water waves there exists a number of solutions. Based on the concept of linear consolidation theory they all lead to the result that the pore pressure satisfies the Laplace equation, at least when incompressibility of the pore fluid is assumed. This suggests that the flow around an embedded object, e.g. a submarine pipeline, is also governed by the Laplace equation, either exactly or approximately. In this paper a number of such problems is solved using complex function theory and the technique of conformal mapping. The hydrodynamical force is calculated from the solution for the pore pressure. A good agreement is obtained with existing solutions. A comparison is also made with a numerical solution based on the finite-element method. It is concluded that the hydrodynamical force acting upon a submarine pipeline is about ten to thirty percent of the buoyancy of the pipe depending on the maximum wave load and the burial depth.
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