Simulation of tsunamiinduced boundary layers and scour around monopiles
|
|
- Garey Melvyn West
- 5 years ago
- Views:
Transcription
1 Simulation of tsunamiinduced boundary layers and scour around monopiles David R. Fuhrman Isaac A. Williams Bjarke Eltard Larsen Cuneyt Baykal B. Mutlu Sumer
2 Boundary layer model Fuhrman, D.R., Schløer, S. & Sterner, J. (2013) RANS-based simulation of turbulent wave boundary layer and sheet-flow sediment transport processes. Coast. Eng. 73, MatRANS model (Fuhrman et al. 2013) Implemented in Matlab Reynolds-averaged Navier-Stokes (RANS) equations One-dimensional vertical (1DV) New transitional k-w turbulence closure Finite difference discretization Time stepping with Matlab s ode15s routine
3 Model validation Solitary wave experiments of Sumer et al. (2010) Smooth beds Periods ranging from T=7 9.4 s u 0 U 1m 2, T au1 Re sech m 2 a t U 1m
4 Summary of experimental conditions (Sumer et al. 2010)
5 Velocity profiles Re (laminar) 4 Re turbulent 6
6 Bed shear stresses (Laminar theory from Liu et al. 2007)
7 Simulation of tsunami-scale boundary layers Assumed conditions Offshore: T=15 min, H 0 =1 m, h 0 =4000 m Wave conditions shoaled (linear shallow water theory) to 13 depths, as shallow as h=10 m Four sediment sizes: d=smooth, 0.3 mm, 1.5 mm, 3 mm k s =2.5d Reynolds numbers: Roughness: a/k s =
8 Synthetic (idealized) tsunami wave descriptions Three different wave forms Single wave (solitary like, but free period) Sinusoidal 2 2 N-wave (Madsen & Schaffer 2010): u U m sech t t t 0 1 sech
9 Tohoku (2011): Measured tsunami signals Appoximated using superposition of single waves (Chan and Liu, 2012): 3 2 t H sech t t t u t t n1 n n 0 n 0 g h Indian Ocean (2004):
10 Summary of simulated conditions 13 depths 5 waves 4 grain sizes 260 simulations
11 Tsunami boundary layer thickness Williams, I.A. & Fuhrman, D.R. (2016) Numerical simulation of tsunami-scale wave boundary layers. Coast. Eng. 110, y a Smooth (solid lines) Rough (dashed lines) Re=7.0x10 8 (black) Re=2.2x10 7 (red) d Even at h=10 m, d 5 m i.e. BL not depth limited!
12 Scour model sedimorph model (Jacobsen et al. 2014) OpenFOAM environment Fully-coupled (RANS + Turbulence (k-w) + Sediment transport + Morphology) Bed and suspended sediment transport Morphology using moving mesh algorithm Model validated and well tested Current scour around a monopile (Baykal et al. 2015) Wave-induced pipeline scour and backfilling (Fuhrman et al. 2014) Wave-plus-current scour (Larsen et al. 2016)
13 Pipeline scour (KC = 30) g s t* 2 D 1 d 3 t
14 Level 1 Level 2 Example computational mesh
15 Tsunami scales Mercator yacht signal, measured off the coast of Thailand (2004) approximated as sinusoidal Period T=13 min Wave height H=5 m Depth h=14 m Velocity U=2.1 m/s Sediment d=0.3 mm Wave boundary layer thickness d =2.4 m Monopile diameter D=5 m
16 Model scale similarity Froude similarity (ensures similarity in adverse horizontal pressure gradients) Fr D U gd 0.30 D model D D full model 0.10 m 0.30 m/s Dimensionless boundary layer thickness (governs size of horseshoe vortex in steady currents) 50 U model d D 0.47 d model m Tmodel 52.9 s
17 Model scale similarity (2) Keulegan-Carpenter number: KC full UT D 328 KCmodel 157 Period-to-scour time scale ratio: T T T * s s full T s 0.54 g s 1d 1 d 1. 5 D 2 O 400 D T T s model 0.69 (New expression, based on reanalysis of experimental data of Sumer et al. 1992)
18 Summary of model and full tsunami scales Full scale Model scale D 5 m 0.1 m d 0.3 mm 0.17 mm T 13 min = 780 s 52.9 s U m 2.1 m/s m/s U f m/s m/s d 2.36 m m T s 1449 s 76.4 s S 1.49 m m s Fr D d/d KC Re D =U m D/ m T/T s S/D
19 Animation of tsunami-induced scour
20 Scour time series (leading wave) 2 u/u1m Scour ceases slightly after peak New scour process begins after flow reversal
21 Scour time series (3 successive periods) Scour grows to an equilibrium value Scour depth is significantly less than for steady current (S/D 1.3)
22 Scour evolution:
23 Scour evolution (cross-sections)
24 Importance of boundary layer thickness on horseshoe vortex Figure from: Sumer, B.M. & Fredsøe, J. (2002) Mechanics of Scour in the Marine Environment. World Scientific, Singapore.
25 Practical method for predicting tsunami-induced scour Strategy: Combine existing steady current expressions, but invoke tsunami wave boundary layer thickness (Tsunami-induced flows are both current-like and wave-like!) Equilibrium scour, taking into account finite d: S D d S d S exp , D D D Scour depth, taking into account time evolution: S S d t 1 exp s, t D D Ts S yields 0.15,0.22,0.26 D s nt, 1 for n 1, 2,3 S S d t
26 Comparison of predicted vs. simulated results Steady current (Baykal et al. 2015) t=2t t=3t t=t
27 Conclusions Tsunami boundary layers: Boundary layer model developed capable of reaching full geophysical scales Tsunami-induced boundary layers are both: current-like (long durations) wave-like (unsteady, finite boundary layer thickness) Sinusoidal, single wave, and N-wave forms are all reasonable idealizations Parameterized boundary layer thickness, turbulence, and bed shear stresses Tsunami-induced scour: Advanced fully-coupled CFD model developed for simulating tsunami-induced scour processes around a monopile foundation (relevant for wind farms) Methodology developed for maintaining hydrodynamic and morphologic similarity for model and full scales Practical methodology developed for engineering prediction of tsunamiinduced scour around monopile foundations
28 DTU publications (acknowledging ASTARTE) Published: Sumer, B.M., Guner, H.A.A., Hansen, N.M., Fuhrman, D.R. & Fredsøe, J. (2013) Laboratory observations of flow and sediment transport induced by plunging waves. J. Geophys. Res. 118, Sumer, B.M., Baykal, C., Fuhrman, D.R., Jacobsen, N.G. & Fredsøe, J. (2014) Numerical calculation of backfilling of scour holes. 7th Int. Conf. on Scour and Erosion, Perth, Australia. Fuhrman, D.R., Baykal, C.B., Sumer, B.M., Jacobsen, N.G. & Fredsøe, J. (2014) Numerical simulation of waveinduced scour and backfilling processes beneath submarine pipelines. Coast. Eng. 94, Baykal, C.B., Sumer, B.M., Fuhrman, D.R., Jacobsen, N.G. & Fredsøe, J. (2015) Numerical investigation of flow and scour around a vertical circular cylinder. Phil. Trans. Roy. Soc. A 373, Submitted or in preparation: Williams, I.A. & Fuhrman, D.R. (2016) Simulation of tsunami-scale wave boundary layers. Coast. Eng. 110, Larsen, B.E., Fuhrman, D.R., Baykal, C. & Sumer, B.M. (2016) Tsunami-induced scour around monopiles. (in preparation). Eltard-Larsen, B., Fuhrman, D.R. & Sumer, B.M. (2015) Simulation of wave-plus-current scour beneath submarine pipelines. J. Waterw. Port Coast Offshore Eng.-ASCE (in press). Madsen, P.A., Schaffer, H.A., Fuhrman, D.R. & Toledo, Y. (2015) Uniform asymptotic approximations for transient waves due to an initial disturbance. J. Geophys. Res. (in press). Baykal, C., Sumer, B.M., Fuhrman, D.R., Jacobsen, N.G. & Fredsøe, J. (2015) Numerical simulation of waveinduced scour and backfilling processes around a cylindrical monopile. (in review).
29 Wind wave-induced flow, sediment transport, and scour/backfilling around a monopile foundation (Baykal et al. 2016, submitted)
30 Simulation of tsunamiinduced boundary layers and scour around monopiles David R. Fuhrman Isaac A. Williams Bjarke Eltard Larsen Cuneyt Baykal B. Mutlu Sumer
31 Single wave evolution to large Reynolds numbers Re=10 7 Re au m U mt, a 2 Re= t (deg)
32 Turbulent kinetic energy k 1 2 u 2 v 2 w 2 k U a max 2 1m k s 0.22 Smooth (solid lines) Rough (dashed lines) Re=7.0x10 8
33 Bed shear stresses
34 b,max 1 2 f w Tsunami wave friction factor diagrams U 2 1m Smooth: Rough: f w 0.04Re 0.16 f w exp 5.5 a k s Existing expresions are relatively accurate, even when extrapolated to tsunami scales!
35 b,max 1 2 f w U 2 1m Comparison with synthetic signals Tohoku (2011): Indian Ocean (2004): The various synthetic wave forms represent real-life tsunamis reasonably!
D Interaction of the tsunami with the seabed. Implications for wind farms, aquaculture, coastal ecosystems and marine protected areas.
Downloaded from orbit.dtu.dk on: Jul 25, 2018 D5.10 - Interaction of the tsunami with the seabed. Implications for wind farms, aquaculture, coastal ecosystems and marine protected areas. Fuhrman, David
More informationNUMERICAL MODELING OF BACKFILLING PROCESS AROUND MONOPILES
NUMERICAL MODELING OF BACKFILLING PROCESS AROUND MONOPILES Cüneyt Baykal, B. Mutlu Sumer, David R. Fuhrman, Niels G. Jacobsen 3 and Jørgen Fredsøe This study presents a three-dimensional (3D) numerical
More information2. Governing Equations
1. Introduction Submarine pipeline, unlike any other hydraulic structures that are vertically erected, are laid horizontally on the bed of oceans and rivers. Hence, the design of submarine pipelines associated
More informationMETHOD TO PREDICT LONG TIME SPAN OF SCOUR AROUND OFFSHORE WIND TURBINE FOUNDATIONS
METHOD TO PREDICT LONG TIME SPAN OF SCOUR AROUND OFFSHORE WIND TURBINE FOUNDATIONS Martin Dixen 1, Iris P. Lohmann 2 and Erik D. Christensen 3 A new method to predict scour development around offshore
More informationParametric equations for Shields parameter and wave orbital velocity in combined current and irregular waves
Parametric equations for Shields parameter and wave orbital velocity in combined current and irregular waves A. Roulund DONG Energy A/S, Nesa Allé 1, 2820 Gentofte, Denmark J. Sutherland & D. Todd HR Wallingford
More informationNumerical Investigation of Boundary Layer Effects on Vortex shedding Frequency. M. H. Kazeminezhad, A. Yeganeh-Bakhtiary, A.
Numerical Investigation of Boundary Layer Effects on Vortex shedding Frequency and Forces acted on Marine Pipeline M. H. Kazeminezhad, A. Yeganeh-Bakhtiary, A. Etemad-shahidi School of Civil Eng., Iran
More informationVERTICAL SCALES AND SHEAR STRESSES IN WAVE BOUNDARY LAYERS OVER MOVABLE BEDS. Peter Nielsen & Paul A Guard
VERTICAL SCALES AND SHEAR STRESSES IN WAVE BOUNDARY LAYERS OVER MOVABLE BEDS. Peter Nielsen & Paul A Guard ABSTRACT Unified scaling rules are provided for smooth and rough wave boundary layers. It is shown
More informationTHE scouring of an erodible bed surrounding a submarine
IEEE JOURNAL OF OCEANIC ENGINEERING, VOL. 32, NO. 1, JANUARY 2007 249 Numerical Simulations of the Flow and Sediment Transport Regimes Surrounding a Short Cylinder Kimberly A. Hatton, Diane L. Foster,
More informationNumerical Study on Onset Condition of Scour Below Offshore Pipeline Under Reversing Tidal Flow
Numerical Study on Onset Condition of Scour Below Offshore Pipeline Under Reversing Tidal Flow Zhiyong Zhang* 1. Zhejiang Institute of Hydraulics and Estuary, 50 Fengqidong Road, Hangzhou, China 2. Zhejiang
More informationHydrodynamic Forces due to Orbital Stokes 5 th Order Waves on Subsea Pipelines Resting on Porous Seabed
Hydrodynamic Forces due to Orbital Stokes 5 th Order Waves on Subsea Pipelines Resting on Porous Seabed Annelise Karreman Dr Jeremy Leggoe School of Mechanical and Chemical Engineering W/Prof Liang Cheng
More informationROLE OF THE VERTICAL PRESSURE GRADIENT IN WAVE BOUNDARY LAYERS
ROLE OF THE VERTICAL PRESSURE GRADIENT IN WAVE BOUNDARY LAYERS Karsten Lindegård Jensen 1, B. Mutlu Sumer 1, Giovanna Vittori 2 and Paolo Blondeaux 2 The pressure field in an oscillatory boundary layer
More informationOpenFOAM simulations of irregular waves and free surface effects around a monopile offshore wind turbine
OpenFOAM simulations of irregular waves and free surface effects around a monopile offshore wind turbine Ariel J. Edesess 1 4 th Year PhD Candidate Supervisors: Dr. Denis Kelliher 1, Dr. Gareth Thomas
More informationDirect Numerical Simulations on the Uniform In-plane Flow around an Oscillating Circular Disk
Proceedings of the Twenty-third (2013) International Offshore and Polar Engineering Anchorage, Alaska, USA, June 30 July 5, 2013 Copyright 2013 by the International Society of Offshore and Polar Engineers
More informationTable of Contents. Foreword... xiii. Preface... xv
Table of Contents Foreword.... xiii Preface... xv Chapter 1. Fundamental Equations, Dimensionless Numbers... 1 1.1. Fundamental equations... 1 1.1.1. Local equations... 1 1.1.2. Integral conservation equations...
More informationEffect of Pipeline Orientation on Scour Mechanism in Unidirectional Steady Flow
Proceedings of 2013 IAHR World Congress Effect of Pipeline Orientation on Scour Mechanism in Unidirectional Steady Flow Mohd. Azlan Mohd Yusoff 1*, Hazi Md. Azamathulla 1, Zorkeflee Abu Hasan 1, Nor Azazi
More information/01/04: Morrison s Equation SPRING 2004 A. H. TECHET
3.4 04/0/04: orrison s Equation SPRING 004 A.. TECET. General form of orrison s Equation Flow past a circular cylinder is a canonical problem in ocean engineering. For a purely inviscid, steady flow we
More informationReview on sediment scour, transport, and deposit in coastal environments, including under tsunami forcing Jørgen Fredsøe, Techn. Univ.
Review on sediment scour, transport, and deposit in coastal environments, including under tsunami forcing Jørgen Fredsøe, Techn. Univ. Denmark At which location are the flow velocity largest? Carrier et
More informationROCK SLOPES WITH OPEN FILTERS UNDER WAVE LOADING: EFFECTS OF STORM DURATION AND WATER LEVEL VARIATIONS
ROCK SLOPES WITH OPEN FILTERS UNDER WAVE LOADING: EFFECTS OF STORM DURATION AND WATER LEVEL VARIATIONS Marcel R.A. van Gent 1, Guido Wolters 1 and Ivo M. van der Werf 1 Rubble mound breakwaters and revetments
More informationPredictability of Scour at Large Piles due to Waves and Currents
Technical University Braunschweig Faculty of Civil Engineering Leichtweiss Institute for Hydraulic Engineering Section of Hydromechanics and Coastal Engineering Delft University of Technology Faculty of
More information1. Introduction, tensors, kinematics
1. Introduction, tensors, kinematics Content: Introduction to fluids, Cartesian tensors, vector algebra using tensor notation, operators in tensor form, Eulerian and Lagrangian description of scalar and
More informationSimulation of Three-Dimensional Flow Field around Unconventional Bridge Piers
Simulation of Three-Dimensional Flow Field around Unconventional Bridge Piers Adnan Ismael 1, Hamid Hussein 2, Mohammed Tareq 3, Mustafa gunal 4 1 Technical Institute/ Mosul-Iraq, 2 Technical College,
More informationStudies on flow through and around a porous permeable sphere: II. Heat Transfer
Studies on flow through and around a porous permeable sphere: II. Heat Transfer A. K. Jain and S. Basu 1 Department of Chemical Engineering Indian Institute of Technology Delhi New Delhi 110016, India
More informationBasic Fluid Mechanics
Basic Fluid Mechanics Chapter 6A: Internal Incompressible Viscous Flow 4/16/2018 C6A: Internal Incompressible Viscous Flow 1 6.1 Introduction For the present chapter we will limit our study to incompressible
More informationFLUID MECHANICS. Chapter 9 Flow over Immersed Bodies
FLUID MECHANICS Chapter 9 Flow over Immersed Bodies CHAP 9. FLOW OVER IMMERSED BODIES CONTENTS 9.1 General External Flow Characteristics 9.3 Drag 9.4 Lift 9.1 General External Flow Characteristics 9.1.1
More informationForces Acting on the Seabed around A Pipeline in Unidirectional Ocean Currents
148 The Open Civil Engineering Journal, 2008, 2, 148-155 Open Access Forces Acting on the Seabed around A Pipeline in Unidirectional Ocean Currents B. Yang 1,*, D.-S Jeng 2, F.P. Gao 1 and Y.X Wu 1 1 Institute
More informationOE4625 Dredge Pumps and Slurry Transport. Vaclav Matousek October 13, 2004
OE465 Vaclav Matousek October 13, 004 1 Dredge Vermelding Pumps onderdeel and Slurry organisatie Transport OE465 Vaclav Matousek October 13, 004 Dredge Vermelding Pumps onderdeel and Slurry organisatie
More informationSTUDY ON DRIFT BEHAVIOR OF CONTAINER ON APRON DUE TO TSUNAMI-INDUCED INCOMING AND RETURN FLOW
STUDY ON DRIFT BEHAVIOR OF CONTAINER ON APRON DUE TO TSUNAMI-INDUCED INCOMING AND RETURN FLOW Tomoaki Nakamura 1, Norimi Mizutani 2 and Yasuhiro Wakamatsu 3 The drift behavior of a shipping container on
More informationTurbulent Boundary Layers & Turbulence Models. Lecture 09
Turbulent Boundary Layers & Turbulence Models Lecture 09 The turbulent boundary layer In turbulent flow, the boundary layer is defined as the thin region on the surface of a body in which viscous effects
More informationLift of a Rotating Circular Cylinder in Unsteady Flows
Journal of Ocean and Wind Energy (ISSN 2310-3604) Copyright by The International Society of Offshore and Polar Engineers Vol. 1, No. 1, February 2014, pp. 41 49 http://www.isope.org/publications Lift of
More informationModelling of flow and sediment transport in rivers and freshwater deltas Peggy Zinke
1 Modelling of flow and sediment transport in rivers and freshwater deltas Peggy Zinke with contributions from Norwegian and international project partners 2 Outline 1. Introduction 2. Basic ideas of flow
More informationGENERAL SOLUTIONS FOR THE INITIAL RUN-UP OF A BREAKING TSUNAMI FRONT
International Symposium Disaster Reduction on Coasts Scientific-Sustainable-Holistic-Accessible 14 16 November 2005 Monash University, Melbourne, Australia GENERAL SOLUTIONS FOR THE INITIAL RUN-UP OF A
More informationModelling of dispersed, multicomponent, multiphase flows in resource industries. Section 3: Examples of analyses conducted for Newtonian fluids
Modelling of dispersed, multicomponent, multiphase flows in resource industries Section 3: Examples of analyses conducted for Newtonian fluids Globex Julmester 017 Lecture # 04 July 017 Agenda Lecture
More informationSEDIMENT TRANSPORT MODELLING FOR COASTAL MORPHODYNAMICS. A.G. Davies 1 and C. Villaret 2
SEDIMENT TRANSPORT MODELLING FOR COASTAL MORPHODYNAMICS A.G. Davies 1 and C. Villaret 2 Abstract: The accurate prediction of sand transport rates in the coastal zone depends not only upon the choice of
More informationFlow and sediment transport induced by a plunging solitary wave
JOURNAL OF GEOPHYSICAL RESEARCH, VOL. 116,, doi:10.1029/2010jc006435, 2011 Flow and sediment transport induced by a plunging solitary wave B. Mutlu Sumer, 1 M. Berke Sen, 1,2 Ioanna Karagali, 1,3 Barkin
More informationCEE 3310 External Flows (Boundary Layers & Drag, Nov. 14, Re 0.5 x x 1/2. Re 1/2
CEE 3310 External Flows (Boundary Layers & Drag, Nov. 14, 2016 159 7.10 Review Momentum integral equation τ w = ρu 2 dθ dx Von Kármán assumed and found δ x = 5.5 Rex 0.5 u(x, y) U = 2y δ y2 δ 2 δ = 5.5
More informationCEE 3310 External Flows (Boundary Layers & Drag, Nov. 12, Re 0.5 x x 1/2. Re 1/2
CEE 3310 External Flows (Boundary Layers & Drag, Nov. 12, 2018 155 7.11 Review Momentum integral equation τ w = ρu 2 dθ dx Von Kármán assumed and found and δ x = 5.5 Rex 0.5 u(x, y) U = 2y δ y2 δ 2 δ =
More informationAnalysis of Observed Streaming in Field Measurements
Manuscript Click here to download Manuscript: Streaming_ASCE.tex 1 Analysis of Observed Streaming in Field Measurements 2 Hong Wang 1, Troels Aagaard 2, Lars Erik Holmedal 1 and Dag Myrhaug 1 3 4 6 7 8
More informationcentrifugal acceleration, whose magnitude is r cos, is zero at the poles and maximum at the equator. This distribution of the centrifugal acceleration
Lecture 10. Equations of Motion Centripetal Acceleration, Gravitation and Gravity The centripetal acceleration of a body located on the Earth's surface at a distance from the center is the force (per unit
More informationTURBULENCE IN STRATIFIED ROTATING FLUIDS Joel Sommeria, Coriolis-LEGI Grenoble
TURBULENCE IN STRATIFIED ROTATING FLUIDS Joel Sommeria, Coriolis-LEGI Grenoble Collaborations: Olivier Praud, Toulouse P.H Chavanis, Toulouse F. Bouchet, INLN Nice A. Venaille, PhD student LEGI OVERVIEW
More informationCFD Simulation of Vortex Induced Vibration of a Cylindrical Structure
CFD Simulation of Vortex Induced Vibration of a Cylindrical Structure Muhammad Tedy Asyikin Coastal and Marine Civil Engineering Submission date: June 2012 Supervisor: Hans Sebastian Bihs, BAT Norwegian
More informationSedimentation Scour Model Gengsheng Wei, James Brethour, Markus Grünzner and Jeff Burnham August 2014; Revised October 2014
Flow Science Report 03-14 Sedimentation Scour Model Gengsheng Wei, James Brethour, Markus Grünzner and Jeff Burnham August 2014; Revised October 2014 1. Introduction The three-dimensional sediment scour
More informationNumerical and Experimental Modeling of Scour at Foundation Structures for Offshore Wind Turbines
Journal of Ocean and Wind Energy (ISSN 2310-3604) Copyright by The International Society of Offshore and Polar Engineers Vol. 1, No. 2, May 2014, pp. 82 89 http://www.isope.org/publications Numerical and
More informationIntroduction to Turbulence AEEM Why study turbulent flows?
Introduction to Turbulence AEEM 7063-003 Dr. Peter J. Disimile UC-FEST Department of Aerospace Engineering Peter.disimile@uc.edu Intro to Turbulence: C1A Why 1 Most flows encountered in engineering and
More informationINTRODUCTION OBJECTIVES
INTRODUCTION The transport of particles in laminar and turbulent flows has numerous applications in engineering, biological and environmental systems. The deposition of aerosol particles in channels and
More informationThe effect of top tension on VIV model analysis of a vertical flexible riser
The Second Conference of Global Chinese Scholars on Hydrodynamics The effect of top tension on VIV model analysis of a vertical flexible riser Muyu Duan 1,2, Bowen Fu 1, Decheng Wan 1* 1 State Key Laboratory
More informationHydrodynamics for Ocean Engineers Prof. A.H. Techet Fall 2004
13.01 ydrodynamics for Ocean Engineers Prof. A.. Techet Fall 004 Morrison s Equation 1. General form of Morrison s Equation Flow past a circular cylinder is a canonical problem in ocean engineering. For
More informationNumerical simulation of wave overtopping using two dimensional breaking wave model
Numerical simulation of wave overtopping using two dimensional breaking wave model A. soliman', M.S. ~aslan~ & D.E. ~eeve' I Division of Environmental Fluid Mechanics, School of Civil Engineering, University
More information13.42 LECTURE 13: FLUID FORCES ON BODIES. Using a two dimensional cylinder within a two-dimensional flow we can demonstrate some of the principles
13.42 LECTURE 13: FLUID FORCES ON BODIES SPRING 2003 c A. H. TECHET & M.S. TRIANTAFYLLOU 1. Morrison s Equation Using a two dimensional cylinder within a two-dimensional flow we can demonstrate some of
More informationApplication of a buoyancy-modified k-ω SST turbulence model to simulate wave run-up around a monopile subjected to
Application of a buoyancy-modified k-ω SST turbulence model to simulate wave run-up around a monopile subjected to regular waves using OpenFOAM Brecht Devolder a,b, *, Pieter Rauwoens b, Peter Troch a
More informationConclusion Evaluating Methods for 3D CFD Models in Sediment Transport Computations
Conclusion Evaluating Methods for 3D CFD Models in Sediment Transport Computations Hamid Reza Madihi* 1, Bagher Keshtgar 2, Sina Hosseini Fard 3 1, 2, 3 M.Sc. Coastal Environmental Engineering, Graduate
More informationImproved Performance in Boussinesq-type Equations
Improved Performance in Boussinesq-type Equations Andrew B. Kennedy, James T. Kirby 1 & Mauricio F. Gobbi 2 Abstract In this paper, simple but effective techniques are used to improve the performance of
More informationQuan%fying Scour Overview:
Quan%fying Scour Overview: CFD Sea state is treated as the superposion of two monochromac waves Can spaally map shear stress around the device, but cannot directly quanfy scour Different device geometries
More informationBottom friction effects on linear wave propagation
Bottom friction effects on linear wave propagation G. Simarro a,, A. Orfila b, A. Galán a,b, G. Zarruk b. a E.T.S.I. Caminos, Canales y Puertos, Universidad de Castilla La Mancha. 13071 Ciudad Real, Spain.
More informationEFFECT OF GRAIN DENSITY ON PLANE BED FRICTION. Václav Matoušek, Vojtěch Bareš, Jan Krupička, Tomáš Picek, Štěpán Zrostlík
ISBN 978-83-927084-8-3 ISSN 0867-7964 EFFECT OF GRAIN DENSITY ON PLANE BED FRICTION Václav Matoušek, Vojtěch Bareš, Jan Krupička, Tomáš Picek, Štěpán Zrostlík Czech Technical University in Prague, Faculty
More informationREE 307 Fluid Mechanics II. Lecture 1. Sep 27, Dr./ Ahmed Mohamed Nagib Elmekawy. Zewail City for Science and Technology
REE 307 Fluid Mechanics II Lecture 1 Sep 27, 2017 Dr./ Ahmed Mohamed Nagib Elmekawy Zewail City for Science and Technology Course Materials drahmednagib.com 2 COURSE OUTLINE Fundamental of Flow in pipes
More informationTHREE-DIMENSIONAL SCOURING ANALYSIS FOR OPEN CHANNEL PRESSURE FLOW SCOUR UNDER FLOODED BRIDGE DECKS
Proceedings of the ASME 211 International Mechanical Engineering Congress & Exposition IMECE211 November 11-17, 211, Denver, Colorado, USA IMECE211-65529 THREE-DIMENSIONAL SCOURING ANALYSIS FOR OPEN CHANNEL
More informationFigure 34: Coordinate system for the flow in open channels.
OE466 redging Processes 5. SCOUR 5.. Steady uniform flow in open channels This chapter is written with a view to bottom scour. The main outcome is the scour velocity as a function of the particle diameter.
More informationScour assessment in complex marine soils an evaluation through case examples
Scour assessment in complex marine soils an evaluation through case examples 1 (1)HR Wallingford, Howbery Park, Wallingford, Oxfordshire, OX10 8BA email j.harris@hrwallingford.co.uk, r.whitehouse@hrwallingford.co.uk,
More informationEXPERIMENTAL STUDY ON THE PROGRESSION OF SCOUR AROUND A MONOPILE IN UNIDIRECTIONAL AND TIDAL CURRENTS
Proceedings of the 6 th International Conference on the Application of Physical Modelling in Coastal and Port Engineering and Science (Coastlab16) Ottawa, Canada, May 10-13, 2016 Copyright : Creative Commons
More informationD.R. Rector, M.L. Stewart and A.P. Poloski Pacific Northwest National Laboratory P.O. Box 999, Richland, WA
Modeling of Sediment Bed Behavior for Critical Velocity in Horizontal Piping 9263 D.R. Rector, M.L. Stewart and A.P. Poloski Pacific Northwest National Laboratory P.O. Box 999, Richland, WA ABSTRACT A
More informationTransactions on Modelling and Simulation vol 16, 1997 WIT Press, ISSN X
Numerical and experimental investigation of oscillating flow around a circular cylinder P. Anagnostopoulos*, G. Iliadis* & S. Kuhtz^ * University of Thessaloniki, Department of Civil Engineering, Thessaloniki
More information1DV bottom boundary layer modeling under combined wave and current: Turbulent separation and phase lag effects
JOURNAL OF GEOPHYSICAL RESEARCH, VOL. 108, NO. C1, 3016, doi:10.1029/2001jc001292, 2003 1DV bottom boundary layer modeling under combined wave and current: Turbulent separation and phase lag effects Katell
More informationNumerical Investigation of Thermal Performance in Cross Flow Around Square Array of Circular Cylinders
Numerical Investigation of Thermal Performance in Cross Flow Around Square Array of Circular Cylinders A. Jugal M. Panchal, B. A M Lakdawala 2 A. M. Tech student, Mechanical Engineering Department, Institute
More informationCURRENT CHARACTERISTICS IN THE PRESENCE OF NEAR-ORTHOGONAL WAVES
CURRENT CHARACTERISTICS IN THE PRESENCE OF NEAR-ORTHOGONAL WAVES Kian Yew Lim 1, Ole Secher Madsen 2, Hin Fatt Cheong 1 An experimental study involving near-orthogonal wave-current interaction in a wave
More informationEvaluating methods for 3D CFD Models in sediment transport computations
American Journal of Civil Engineering 2015; 3(2-2): 33-37 Published online February 10, 2015 (http://www.sciencepublishinggroup.com/j/ajce) doi: 10.11648/j.ajce.s.2015030202.17 ISSN: 2330-8729 (Print);
More informationFluid Dynamics Exercises and questions for the course
Fluid Dynamics Exercises and questions for the course January 15, 2014 A two dimensional flow field characterised by the following velocity components in polar coordinates is called a free vortex: u r
More informationSmall-scale physical modelling of scour at bridge piers with light-weight sediments
Small-scale physical modelling of scour at bridge piers with light-weight sediments S. Perrin ARTELIA Eau & Environnement, Grenoble, France C. Keppers, S. Roux ARTELIA International, Dubai, United Arab
More informationReformulation of Mine Scour Equations Using Observations from MBP Field Sites
Reformulation of Mine Scour Equations Using Observations from MBP Field Sites Carl T. Friedrichs School of Marine Science, Virginia Institute of Marine Science The College of William and Mary, Gloucester
More informationADAPTATION OF THE REYNOLDS STRESS TURBULENCE MODEL FOR ATMOSPHERIC SIMULATIONS
ADAPTATION OF THE REYNOLDS STRESS TURBULENCE MODEL FOR ATMOSPHERIC SIMULATIONS Radi Sadek 1, Lionel Soulhac 1, Fabien Brocheton 2 and Emmanuel Buisson 2 1 Laboratoire de Mécanique des Fluides et d Acoustique,
More informationFluid Dynamics: Theory, Computation, and Numerical Simulation Second Edition
Fluid Dynamics: Theory, Computation, and Numerical Simulation Second Edition C. Pozrikidis m Springer Contents Preface v 1 Introduction to Kinematics 1 1.1 Fluids and solids 1 1.2 Fluid parcels and flow
More informationChapter 6: Incompressible Inviscid Flow
Chapter 6: Incompressible Inviscid Flow 6-1 Introduction 6-2 Nondimensionalization of the NSE 6-3 Creeping Flow 6-4 Inviscid Regions of Flow 6-5 Irrotational Flow Approximation 6-6 Elementary Planar Irrotational
More informationOFFSHORE HYDROMECHANICS OE 4620-d
Lecture OFFSHORE HYDROMECHANICS OE 4620-d MODULE 4 ch. 12 Wave Forces on Slender Cylinders ch. 13 Survival Loads on Tower Structures ch. 14 Sea Bed Boundary Effects Successive to Module 1. Morison Lab.
More informationEffect of Sacrificial Anodes and Marine Growth on Hydrodynamic Coefficients of Rigid Cylinders
Proceedings of the Twenty-fifth (215) International Ocean and Polar Engineering Conference Kona, Big Island, Hawaii, USA, June 21-26, 215 Copyright 215 by the International Society of Offshore and Polar
More informationProcedia Computer Science
Procedia Computer Science 1 (01) 645 654 Procedia Computer Science 00 (009) 000000 Procedia Computer Science www.elsevier.com/locate/procedia www.elsevier.com/locate/procedia International Conference on
More informationEffects of wave shape on sheet flow sediment transport
JOURNAL OF GEOPHYSICAL RESEARCH, VOL. 109,, doi:10.1029/2003jc002075, 2004 Effects of wave shape on sheet flow sediment transport Tian-Jian Hsu 1 Center for Applied Coastal Research, University of Delaware,
More informationINTRODUCTION TO SEDIMENT TRANSPORT AUTUMN 2018
INTRODUCTION TO SEDIMENT TRANSPORT AUTUMN 2018 1. OVERVIEW 1.1 Introduction 1.2 Particle properties 1.2.1 Diameter, d 1.2.2 Specific gravity, s 1.2.3 Settling velocity, w s 1.2.4 Porosity, P 1.2.5 Angle
More informationClosed duct flows are full of fluid, have no free surface within, and are driven by a pressure gradient along the duct axis.
OPEN CHANNEL FLOW Open channel flow is a flow of liquid, basically water in a conduit with a free surface. The open channel flows are driven by gravity alone, and the pressure gradient at the atmospheric
More informationClosed duct flows are full of fluid, have no free surface within, and are driven by a pressure gradient along the duct axis.
OPEN CHANNEL FLOW Open channel flow is a flow of liquid, basically water in a conduit with a free surface. The open channel flows are driven by gravity alone, and the pressure gradient at the atmospheric
More informationTwo-dimensional model for accumulation of pore pressure in marine sediments
Two-dimensional model for accumulation of pore pressure in marine sediments Author Jeng, Dong-Sheng, Zhao, Hongyi Published 214 Journal Title Journal of Waterway, Port, Coastal, and Ocean Engineering DOI
More informationFLUID MECHANICS. ! Atmosphere, Ocean. ! Aerodynamics. ! Energy conversion. ! Transport of heat/other. ! Numerous industrial processes
SG2214 Anders Dahlkild Luca Brandt FLUID MECHANICS : SG2214 Course requirements (7.5 cr.)! INL 1 (3 cr.)! 3 sets of home work problems (for 10 p. on written exam)! 1 laboration! TEN1 (4.5 cr.)! 1 written
More informationA NEW MODEL FOR SEDIMENT TRANSPORT RATE UNDER OSCILLATORY SHEET FLOW CONDITIONS
Proceedings of the 7 th International Conference on Asian and Pacific Coasts (APAC 2013) ali, Indonesia, September 24-26, 2013 A NW MODL FOR SDIMNT TRANSPORT RAT UNDR OSCILLATORY SHT FLOW CONDITIONS X.
More informationLecture-4. Flow Past Immersed Bodies
Lecture-4 Flow Past Immersed Bodies Learning objectives After completing this lecture, you should be able to: Identify and discuss the features of external flow Explain the fundamental characteristics
More informationJet pumps for thermoacoustic applications: design guidelines based on a numerical parameter study
arxiv:158.5119v1 [physics.flu-dyn] 2 Aug 215 Jet pumps for thermoacoustic applications: design guidelines based on a numerical parameter study Jet pump design guidelines Joris P. Oosterhuis a), Simon Bühler,
More informationFLUID MECHANICS. Atmosphere, Ocean. Aerodynamics. Energy conversion. Transport of heat/other. Numerous industrial processes
SG2214 Anders Dahlkild Luca Brandt FLUID MECHANICS : SG2214 Course requirements (7.5 cr.) INL 1 (3 cr.) 3 sets of home work problems (for 10 p. on written exam) 1 laboration TEN1 (4.5 cr.) 1 written exam
More informationCEE 3310 External Flows (Boundary Layers & Drag), /2 f = 0.664
CEE 3310 External Flows (Boundary Layers & Drag), 2010 161 7.12 Review Boundary layer equations u u x + v u y = u ν 2 y 2 Blasius Solution δ x = 5.0 and c Rex 1/2 f = 0.664 Re 1/2 x within 10% of Von Kármán
More informationBoundary-Layer Theory
Hermann Schlichting Klaus Gersten Boundary-Layer Theory With contributions from Egon Krause and Herbert Oertel Jr. Translated by Katherine Mayes 8th Revised and Enlarged Edition With 287 Figures and 22
More informationNumerical Modeling of Extreme Flow Impacts on Structures
Numerical Modeling of Extreme Flow Impacts on Structures Nora Asadollahi Shahbaboli Thesis submitted to the Faculty of Graduate and Postdoctoral Studies in partial fulfillment of the requirements for the
More informationApparent Roughness in Wave Current Flow: Implication for Coastal Studies
Apparent Roughness in Wave Current Flow: Implication for Coastal Studies Alexander Perlin 1 and Eliezer Kit 2 Abstract: High turbulence intensities generated by waves in the wave bottom boundary layer
More informationModeling Sediment Transport in Energetic Wave Bottom Boundary Layers
Modeling Sediment Transport in Energetic Wave Bottom Boundary Layers Donald N. Slinn Department of Civil and Coastal Engineering University of Florida Gainesville, FL 32611-6590 Phone: (352) 392-1436 x
More informationINVESTIGATIONS ON SCOUR DEVELOPMENT AT TRIPOD FOUNDATIONS FOR OFFSHORE WIND TURBINES: MODELING AND APPLICATION
INVESTIGATIONS ON SCOUR DEVELOPMENT AT TRIPOD FOUNDATIONS FOR OFFSHORE WIND TURBINES: MODELING AND APPLICATION Arne Stahlmann 1 and Torsten Schlurmann 1 Regarding offshore constructions, there is still
More informationAPPLIED FLUID DYNAMICS HANDBOOK
APPLIED FLUID DYNAMICS HANDBOOK ROBERT D. BLEVINS H imhnisdia ttodisdiule Darmstadt Fachbereich Mechanik 'rw.-nr.. [VNR1 VAN NOSTRAND REINHOLD COMPANY ' ' New York Contents Preface / v 1. Definitions /
More informationNumerical Analysis of Flow Pattern around square Bridge Piers by New Ansys Software
Numerical Analysis of Flow Pattern around square Bridge Piers by New Ansys Software Mohammad Vaghef 1, Hamed Dashtpeyma 2, Arash Adib 3, Javad Roohian 4 1- Assistant Professor, Department of Civil Engineering,
More informationINFLUENCE OF THE SPUR DIKE PERMEABILITY ON FLOW AND SCOURING DURING A SURGE PASS
INFLUENCE OF THE SPUR DIKE PERMEABILITY ON FLOW AND SCOURING DURING A SURGE PASS TOMASZ MIODUSZEWSKI Graduate School of Natural Science and Technology, Okayama 7-8, Japan, e-mail: tomasz@cc.okayama-u.ac.jp
More informationMODELLING THE INTERACTION BETWEEN WATER WAVES AND THE OSCILLATING WATER COLUMN WAVE ENERGY DEVICE. Utku Şentürk, Aydoğan Özdamar
Mathematical and Computational Applications, Vol. 16, No. 3, pp. 630-640, 2011. Association for Scientific Research MODELLING THE INTERACTION BETWEEN WATER WAVES AND THE OSCILLATING WATER COLUMN WAVE ENERGY
More informationSTEADY CURRENTS INDUCED BY SEA WAVES PROPAGATING OVER A SLOPING BOTTOM
STEADY CURRENTS INDUCED BY SEA WAVES PROPAGATING OVER A SLOPING BOTTOM Erminia Capodicasa 1 Pietro Scandura 1 and Enrico Foti 1 A numerical model aimed at computing the mean velocity generated by a sea
More informationMODELING FLUID FLOW IN OPEN CHANNEL WITH HORSESHOE CROSS SECTION
July. 2. Vol. 7. No. 2 MODELING FLUID FLOW IN OPEN CHANNEL WITH HORSESHOE CROSS SECTION 1 J. JOMBA, 2 D.M.THEURI, 2 E. MWENDA, 2 C. CHOMBA ABSTRACT Flow in a closed conduit is regarded as open channel
More informationSuspended Sediment Transport model in Urban Drainage structure
Suspended Sediment Transport model in Urban Drainage structure Md Nazmul Azim Beg Early Stage Researcher, Marie Curie Actions ITN QUICS PhD Candidate, University of Coimbra, Portugal OpenFOAM 2nd Iberian
More informationThomas Pierro, Donald Slinn, Kraig Winters
Thomas Pierro, Donald Slinn, Kraig Winters Department of Ocean Engineering, Florida Atlantic University, Boca Raton, Florida Applied Physics Laboratory, University of Washington, Seattle, Washington Supported
More informationCHAPTER 155 SHEET FLOW UNDER NONLINEAR WAVES AND CURRENTS. Abstract
CHAPTER 155 SHEET FLOW UNDER NONLINEAR WAVES AND CURRENTS Mohammad Dibajnia x and Akira Watanabe 2 Abstract Experiments were conducted on initiation and transport rate of sheet flow under asymmetric oscillations.
More informationUNIFORM FLOW CRITICAL FLOW GRADUALLY VARIED FLOW
UNIFORM FLOW CRITICAL FLOW GRADUALLY VARIED FLOW Derivation of uniform flow equation Dimensional analysis Computation of normal depth UNIFORM FLOW 1. Uniform flow is the flow condition obtained from a
More information