Skip to:Content
|
Bottom
Cover image for Hydrodynamics around cylindrical structures
Title:
Hydrodynamics around cylindrical structures
Personal Author:
Series:
Advanced series on ocean engineering ; 26
Edition:
Revised ed.
Publication Information:
Hackensac, NJ : World Scientific Publishing Company, 2006
ISBN:
9789812700391
Added Author:

Available:*

Library
Item Barcode
Call Number
Material Type
Item Category 1
Status
Searching...
30000010141738 TC1665 S96 2006 Open Access Book Book
Searching...
Searching...
30000010141737 TC1665 S95 2006 Open Access Book Book
Searching...

On Order

Summary

Summary

This book discusses the subject of wave/current flow around a cylinder, the forces induced on the cylinder by the flow, and the vibration pattern of slender structures in a marine environment.The primary aim of the book is to describe the flow pattern and the resulting load which develops when waves or current meet a cylinder. Special attention is paid to circular cylinder. The development in the forces is related to the various flow patterns and is discussed in detail. Regular as well as irregular waves are considered, and special cases like wall proximities (pipelines) are also investigated.


Author Notes

Jorgen Fredsoe is Professor at the Technical University of Denmark, MEK, Coastal, Maritime and Structural Engineering Section.


Table of Contents

Prefacep. v
Creditsp. vii
List of Symbolsp. ix
1 Flow around a cylinder in steady current
1.1 Regimes of flow around a smooth, circular cylinderp. 1
1.2 Vortex sheddingp. 6
1.2.1 Vortex-shedding frequencyp. 10
1.2.2 Correlation lengthp. 28
Referencesp. 33
2 Forces on a cylinder in steady current
2.1 Drag and liftp. 37
2.2 Mean dragp. 40
2.3 Oscillating drag and liftp. 50
2.4 Effect of cross-sectional shape on force coefficientsp. 52
2.5 Effect of incoming turbulence on force coefficientsp. 53
2.6 Effect of angle of attack on force coefficientsp. 55
2.7 Forces on a cylinder near a wallp. 57
Referencesp. 70
3 Flow around a cylinder in oscillatory flows
3.1 Flow regimes as a function of Keulegan-Carpenter numberp. 74
3.2 Vortex-shedding regimesp. 78
3.3 Effect of Reynolds number on flow regimesp. 89
3.4 Effect of wall proximity on flow regimesp. 92
3.5 Correlation lengthp. 104
3.6 Streamingp. 116
Referencesp. 120
4 Forces on a cylinder in regular waves
4.1 In-line force in oscillatory flowp. 123
4.1.1 Hydrodynamic massp. 124
4.1.2 Froude-Krylov forcep. 129
4.1.3 The Morison equationp. 130
4.1.4 In-line force coefficientsp. 133
4.1.5 Goodness-of-fit of the Morison equationp. 147
4.2 Lift force in oscillatory flowp. 149
4.3 Effect of roughnessp. 153
4.4 Effect of coexisting currentp. 157
4.5 Effect of angle of attackp. 161
4.6 Effect of orbital motionp. 163
4.6.1 Vertical cylinderp. 163
4.6.2 Horizontal cylinderp. 169
4.7 Forces on a cylinder near a wallp. 180
4.8 Forces resulting from breaking-wave impactp. 187
Referencesp. 201
5 Mathematical and numerical treatment of flow around a cylinder
5.1 Direct solutions of Navier-Stokes equationsp. 210
5.1.1 Governing equationsp. 211
5.1.2 The Oseen (1910) and Lamb (1911) solutionp. 211
5.1.3 Numerical solutionsp. 219
5.1.4 Application to oscillatory flowp. 227
5.2 Discrete vortex methodsp. 233
5.2.1 Numerical simulation of vorticity transportp. 234
5.2.2 Procedure used in the implementation of discrete vortex methodp. 237
5.2.3 Application areasp. 242
5.3 Hydrodynamic stability approachp. 248
Referencesp. 266
6 Diffraction effect. Forces on large bodies
6.1 Vertical circular cylinderp. 276
6.1.1 Analytical solution for potential flow around a vertical circular cylinderp. 276
6.1.2 Total force on unit-height of cylinderp. 282
6.1.3 Total force over the depth and the overturning momentp. 287
6.2 Horizontal circular cylinder near or on the seabottom. Pipelinesp. 289
Referencesp. 295
7 Forces on a cylinder in irregular waves
7.1 Statistical treatment of irregular wavesp. 297
7.1.1 Statistical properties of surface elevationp. 298
7.1.2 Statistical properties of wave heightp. 312
7.1.3 Statistical properties of wave periodp. 315
7.1.4 Long-term wave statisticsp. 318
7.2 Forces on cylinders in irregular wavesp. 319
7.2.1 Force coefficientsp. 319
7.2.2 Force spectrap. 325
7.2.3 Forces on pipelines in irregular wavesp. 328
7.2.4 Forces on vertical cylinders in directional irregular wavesp. 330
Referencesp. 330
8 Flow-induced vibrations of a free cylinder in steady currents
8.1 A summary of solutions to vibration equationp. 335
8.1.1 Free vibrations without viscous dampingp. 336
8.1.2 Free vibrations with viscous dampingp. 336
8.1.3 Forced vibrations with viscous dampingp. 338
8.2 Damping of structuresp. 342
8.2.1 Structural dampingp. 342
8.2.2 Fluid damping in still fluidp. 346
8.3 Cross-flow vortex-induced vibrations of a circular cylinderp. 353
8.3.1 Feng's experimentp. 354
8.3.2 Non-dimensional variables influencing cross-flow vibrationsp. 364
8.4 In-line vibrations of a circular cylinderp. 376
8.5 Flow around and forces on a vibrating cylinderp. 383
8.5.1 Cylinder oscillating in the cross-flow directionp. 383
8.5.2 Cylinder oscillating in in-line directionp. 396
8.6 Gallopingp. 397
8.7 Suppression of vibrationsp. 407
Referencesp. 413
9 Flow-induced vibrations of a free cylinder in waves
9.1 Introductionp. 418
9.2 Cross-flow vibrationsp. 421
9.2.1 General featuresp. 423
9.2.2 Effect of mass ratio and stability parameterp. 432
9.2.3 Effect of Reynolds number and surface roughnessp. 432
9.2.4 Cross-flow vibrations in irregular wavesp. 436
9.3 In-line vibrationsp. 441
9.4 In-line oscillatory motionp. 443
9.5 Flow around and forces on a vibrating cylinderp. 445
Referencesp. 450
10 Vibrations of marine pipelines
10.1 Cross-flow vibrations of pipelinesp. 455
10.1.1 Cross-flow vibrations of pipelines in steady currentp. 455
10.1.2 Cross-flow vibrations of pipelines in wavesp. 465
10.2 In-line vibrations and in-line motions of pipelinesp. 471
10.3 Effect of Reynolds numberp. 473
10.4 Effect of scoured trenchp. 479
10.5 Vibrations of pipelines in irregular wavesp. 481
10.6 Effect of angle of attackp. 486
10.7 Forces on a vibrating pipelinep. 486
Referencesp. 491
11 Mathematical modelling of flow-induced vibrations
11.1 The steady-current casep. 497
11.1.1 Simple modelsp. 497
11.1.2 Flow-field modelsp. 499
11.2 The wave casep. 503
11.3 Integrated modelsp. 506
Referencesp. 510
Appendix I Force coefficients for various cross-sectional shapesp. 514
Appendix II Hydrodynamic-mass coefficients for two- and three- dimensional bodiesp. 517
Appendix III Small amplitude, linear wavesp. 519
References for Appendicesp. 521
Author Indexp. 522
Subject Indexp. 527
Go to:Top of Page