Advanced Series on Ocean Engineering — Volume 26 HYDRODYNAMICS AROUND CYLINDRICAL STRUCTURES Revised Edition B. Mutlu Sumer Jorgen Fredsoe World Scientific HYDRODYNAMICS AROUND CYLINDRICAL STRUCTURES Revised Edition ADVANCED SERIES ON OCEAN ENGINEERING Series Editor-in-Chief Philip L- F Liu (Cornell University) Published Vol. 9 Offshore Structure Modeling by Subrata K. Chakrabarti (Chicago Bridge & Iron Technical Services Co., USA) Vol. 10 Water Waves Generated by Underwater Explosion by Bernard Le Mehaute and Shen Wang (Univ. Miami) Vol. 11 Ocean Surface Waves; Their Physics and Prediction by Stanislaw R Massel (Australian Inst, of Marine Sci) Vol. 12 Hydrodynamics Around Cylindrical Structures by B Mutlu Sumer and Jorgen Fredsoe (Tech. Univ. of Denmark) Vol. 13 Water Wave Propagation Over Uneven Bottoms Part I — Linear Wave Propagation by Maarten W Dingemans (Delft Hydraulics) Part II — Non-linear Wave Propagation by Maarten W Dingemans (Delft Hydraulics) Vol. 14 Coastal Stabilization by Richard Silvester and John R C Hsu (The Univ. of Western Australia) Vol. 15 Random Seas and Design of Maritime Structures (2nd Edition) by Yoshimi Goda (Yokohama National University) Vol. 16 Introduction to Coastal Engineering and Management by J William Kamphuis (Queen's Univ.) Vol. 17 The Mechanics of Scour in the Marine Environment by B Mutlu Sumer and Jorgen Fredsoe (Tech. Univ. of Denmark) Vol. 18 Beach Nourishment: Theory and Practice by Robert G. Dean (Univ. Florida) Vol. 19 Saving America's Beaches: The Causes of and Solutions to Beach Erosion by Scott L. Douglass (Univ. South Alabama) Vol. 20 The Theory and Practice of Hydrodynamics and Vibration by Subrata K. Chakrabarti (Offshore Structure Analysis, Inc., Illinois, USA) Vol. 21 Waves and Wave Forces on Coastal and Ocean Structures by Robert T. Hudspeth (Oregon State Univ., USA) Vol. 22 The Dynamics of Marine Craft: Maneuvering and Seakeeping by Edward M. Lewandowski (Computer Sciences Corporation, USA) Vol. 23 Theory and Applications of Ocean Surface Waves Part 1: Linear Aspects Part 2: Nonlinear Aspects by Chiang C. Mei (Massachusetts Inst, of Technology, USA), Michael Stiassnie (Technion-lsrael Inst, of Technology, Israel) and Dick K. P. Yue (Massachusetts Inst, of Technology, USA) Vol. 24 Introduction to Nearshore Hydrodynamics by lb A. Svendsen (Univ. of Delaware, USA) Advanced Series on Ocean Engineering — Volume 26 HYDRODYNAMICS AROUND CYLINDRICAL STRUCTURES Revised Edition B. Mutlu Sumer Jergen Fredsoe Technical University of Denmark, Denmark \fc World Scientific NEW JERSEY • LONDON • SINGAPORE • BEIJING • SHANGHAI • HONGKONG • TAIPEI • CHENNAI Published by World Scientific Publishing Co. Pte. Ltd. 5 Toh Tuck Link, Singapore 596224 USA office: 27 Warren Street, Suite 401-402, Hackensack, NJ 07601 UK office: 57 Shelton Street, Covent Garden, London WC2H 9HE British Library Cataloguing-in-Publication Data A catalogue record for this book is available from the British Library. Cover: Flow around a marine pipeline placed over a trench during a half wave period, calculated by use of the discrete vortex method. HYDRODYNAMICS AROUND CYLINDRICAL STRUCTURES (Revised Edition) Copyright © 2006 by World Scientific Publishing Co. Pte. Ltd. All rights reserved. This book, or parts thereof, may not be reproduced in any form or by any means, electronic or mechanical, including photocopying, recording or any information storage and retrieval system now known or to be invented, without written permission from the Publisher. For photocopying of material in this volume, please pay a copying fee through the Copyright Clearance Center, Inc., 222 Rosewood Drive, Danvers, MA 01923, USA. In this case permission to photocopy is not required from the publisher. ISBN 981-270-039-0 Printed by Fulsland Offset Printing (S) Pte Ltd, Singapore Preface Flow around a circular cylinder is a classical topic within hydrodynamics. Since the rapid expansion of the offshore industry in the sixties, the knowledge of this kind of flow has also attracted considerable attention from many mechanical and civil engineers working in the offshore field. The purpose of the present book is • To give a detailed, updated description of the flow pattern around cylindrical structures (including pipelines) in the presence of waves and/or current. • To describe the impact (lift and drag forces) of the flow on the structure. • And finally to describe the possible vibration patterns for cylindrical struc tures. This part will also describe the flow around a vibrating cylinder and the resulting forces. The scope does not deviate very much from the book by Sarpkaya and Isaacson (1980) entitled "Mechanics of Wave Forces on Offshore Structures". However, while Sarpkaya and Isaacson devoted around 50% of the book to the drag-dominated regime and around 50% to diffraction, the present book concen trates mainly on the drag-dominated regime. A small chapter on diffraction is included for the sake of completeness. The reason for our concentration on the drag-dominated regime (large ifC-numbers) is that it is in this field the most progress and development have taken place during the last almost 20 years since Sarpkaya and Isaacson's book. In the drag-dominated regime, flow separation, vortex shedding, and turbulence have a large impact on the resulting forces. Good understanding of this impact has been gained by detailed experimental investiga tions, and much has been achieved, also in the way of the numerical modelling, especially during the last 5-10 years, when the computer capacity has exploded. In the book the theoretical and the experimental development is described. In order also to make the book usable as a text book, some classical flow solutions are included in the book, mainly as examples. vi Preface Acknowledgement: The writers would like to express their appreciation of the very good scien tific climate in the area offshore research in Denmark. In our country the hydrody- namic offshore research was introduced by professor Lundgren at our institute in the beginning of the seventies. In the late seventies and in the eighties the research was mainly concentrated in the Offshore Department at the Danish Hydraulic In stitute. Significant contributions to the understanding of pipeline hydrodynamics were here obtained by Vagner Jacobsen and Mads Bryndum, two colleagues whose support has been of inestimable importance to us. In 1984 a special grant from the university made it possible to ask one of the authors (Mutlu Sumer) to join the Danish group on offshore engineering so that he could convey his experience on fluid forces acting on small sediment particles to larger structures. This has been followed up by many grants from the Danish Technical Council (STVF), first through the FTU-programme and next through the frame-programme "Marine Technique" (1991-97). The present book is an integrated output from all these efforts and grants. The book has been typewritten by Hildur Juncker and the drawings have been prepared by Liselotte Norup, Eva Vermehren, Erling Poder, and Nega Beraki. Our librarian Kirsten Dj0rup has corrected and improved our written English. Credits The authors and World Scientific Publishing Co Pte Ltd gratefully acknowl edge the courtesy of the organizations who granted permission to use illustrations and other information in this book. Fig. 3.4: Reprinted from H. Honji: "Streaked flow around an oscillating circular cylinder". J. Fluid Mech., 107:509-520, 1982, with kind permission from Cambridge Uni versity Press, Publishing Division, The Edinburgh Building, Shaftesbury Road, Cambridge CB2 2RU, UK. Fig. 3.7: Reprinted from C.H.K. Williamson: "Sinusoidal flow relative to circular cylin ders". J. Fluid Mech., 155:141-174, 1985, with kind permission from Cambridge University Press, Publishing Division, The Edinburgh Building, Shaftesbury Road, Cambridge CB2 2RU, UK. Figs. 4.51-4.53: Reprinted from E.-S. Chan, H.-F. Cheong and B.-C. Tan: "Laboratory study of plunging wave impacts on vertical cylinders". Coastal Engineering, 25:87-107, 1995, with kind permission from Elsevier Science, Sara Burgerhartstraat 25, 1055 KV Amsterdam, The Netherlands. Fig. 5.4b: Reprinted from J.E. Fromm and F.H. Harlow: "Numerical solution of the problem of vortex street development". The Physics of Fluids, 6(7):975-982, 1963, with kind permission from American Institute of Physics, Office of Rights and Permissions, 500 Sunnyside Blvd., Woodbury, NY 11797, USA. viii Credits Fig. 5.9: Reprinted from P. Justesen: "A numerical study of oscillating flow around a circu lar cylinder". J. Fluid Mech., 222:157-196, 1991, with kind permission from Cam bridge University Press, Publishing Division, The Edinburgh Building, Shaftes bury Road, Cambridge CB2 2RU, UK. Fig. 5.14: Reprinted from T. Sarpkaya, C. Putzig, D. Gordon, X. Wang and C. Dalton: "Vortex trajectories around a circular cylinder in oscillatory plus mean flow". J. Offshore Mech. and Arctic Engineering, 114:291-298, 1992, with kind permission from Production Coordinator, Technical Publishing Department, ASME Interna tional, 345 East 47th Street, New York, NY 10017-2392, USA. Fig. 5.26: Reprinted from P.K. Stansby and P.A. Smith: "Viscous forces on a circular cylin der in orbital flow at low Keulegan-Carpenter numbers". J. Fluid Mech., 229:159- 171, with kind permission from Cambridge University Press, Publishing Division, The Edinburgh Building, Shaftesbury Road, Cambridge CB2 2RU, UK. Fig. 8.50: Reprinted from R. King: "A review of vortex shedding research and its applica tion". Ocean Engineering, 4:141-172, 1977, with kind permission from Elsevier Science Ltd., The Boulevard, Langford Lane, Kidlington 0X5 1GB, UK. List of symbols The main symbols used in the book are listed below. In some cases, the same symbol was used for more than one quantity. This is to maintain generally accepted conventions in different areas of fluid mechanics. In most cases, however, their use is restricted to a single chapter, as indicated in the following list. Main symbols A amplitude of vibrations A cross-sectional area of body (Chapter 4) Ar, maximum value of vibration amplitude amplitude of oscillatory flow, or amplitude of horizontal component of orbital motion acceleration (Chapter 4) distance between discrete vortices in an infinite row of vortices (Chapter 5) a amplitude of surface elevation (Chapter 7) b amplitude of vertical component of orbital motion C concentration or passive quantity (or temperature) C drag coefficient D C'D oscillating component of drag coefficient CL lift coefficient C'L oscillating component of lift coefficient CLA lift coefficient corresponding to FyA CLT lift coefficient corresponding to FyT Cld, Cfn lift force coefficients (drag and inertia components, respectively) CL max lift coefficient corresponding to FL max ^ Lrms lift coefficient corresponding to Firms force coefficient corresponding to Fxrms
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