The lift on a small sphere touching a plane in the presence of a simple shear flow

Size: px
Start display at page:

Download "The lift on a small sphere touching a plane in the presence of a simple shear flow"

Transcription

1 Journal of Applied Mathematics and Physics (ZAMP) $ Vol. 36, January Birkhiuser Verlag Basel, 1985 The lift on a small sphere touching a plane in the presence of a simple shear flow By David Leighton and Andreas Acrivos, Dept. of Chemical Engineering, Stanford University, Stanford, California 94305, USA I. Introduction Gadala-Maria [1] recently reported that, when a settled layer of non-buoyant particles underneath a layer of clear fluid is sheared between two parallel horizontal surfaces, the bed expands and, following a further increase in shear, the particles resuspend. Although such a resuspension, which was subsequently studied in our laboratory over a range of conditions, is normally associated with inertia-dominated flows, it was found to occur in our experiments when the particle Reynolds number was 0 (10-2) or below. Of course, inertia effects are never completely absent and hence it is conceivable that a weak lift acting on a given particle over sufficiently long periods of time could be the cause of the observed net vertical motion of the suspension. This question, then, provided the motivation for the present analysis, the aim of which is to determine the lift on a stationary sphere in contact with a solid plane when placed in a simple shear flow under conditions of small Reynolds numbers. Knowledge of the magnitude of the lift may also be useful in determining the influence of inertia on other flow problems with similar geometries such as sediment packing in ultrafiltration. II. Analysis Consider the situation depicted in Fig. 1. When the fluid inertia is assumed negligible everywhere, the lift on the sphere also vanishes owing to the well-known reversibility property of the creeping flow equations. It becomes necessary therefore to take into account the effects of inertia in order to calculate a non-zero value for the lift. Figure 1 The flow field.

2 Vol. 36, 1985 The lift on a small sphere 175 We begin with the dimensionless form of the incompressible Navier-Stokes equations in the standard notation: ~O'ij ~U i ~!Aj ~xj - R u~ ~x~.' ~xj - 0 (1) a~j = - p 6~j +~ \~x~ + ~x~ (2) where all position vectors x~ have been rendered dimensionless with a, the radius of the sphere, and all velocities u~ with )) a where?) denotes the rate of strain of the undisturbed flow. Also R = p a2v is the shear Reynolds number and a,.~ is the stress tensor. On letting u i = u} ~ + Ru~ 1~ + o(r) (3) and similarly for cr~j we obtain the sequence of equations and ~};~ - O, ~u}~ - 0 ~xj ~xj (4) ~xj -J ~xj ax i - 0 (5) with boundary conditions: u(0) (1) =u~ =0 for x on the sphere and the plane u~ ~ = x36il, u} *) ~ 0(1) for Ixil -, 00. (6) Finally we have for the dimensionless lift L and with n~ being the outer unit normal that: L=R ~ crl))njcsi3da +o(r)=_rljj~ +o(r) (7) sphere since, as mentioned earlier, the contribution to L from the creeping flow solution vanishes. To be sure, as in the large majority of problems at low Reynolds numbers R, the creeping flow solution does not remain uniformly valid over all space but applies only within an "inner" region whose dimensions grow as R ~ 0. In the present case, however, the disturbance velocity u~ ~ x a c~i3 far from the sphere approaches that due to a Stokeslet at x i = c5i3 acting along c$1 which, as shown by Blake [2], decays as 01xl] -2. (We remark, for future reference, that the corresponding velocity disturbance in creeping flow when the Stokeslet acts along c$i3 is 0 (]xil-a). Therefore, to this order of approximation, the lift L can be computed from the solution of the "inner" problem as stated above. Following the lead of past investigations on similar problems, c.f. for example Reference [3], we derive an expression for L(, 1~, equivalent to (7), which it is in terms of known creeping flow solutions. To this end, let v~ and tlj be, respectively, the velocity and the associated stress tensor of the solution to the creeping flow equations satisfying the boundary conditions: vi = O for xl e plane and for I xi[ --+ oo ; vi = - g~i3 for xiesphere.

3 176 D. Leighton and A. Acrivos ZAMP Thus, in view of (7) and the divergence theorem, jl) : sphere (1) nj da 8a~)) a! -1) Ovi dv-- ~ v~ (1) nj da (8) ~ 1)iO'iJ : ~ l)i ~xj ~ ~J OXj S~ (7iJ where S~ is a large hemispherical surface of radius r with its center at the origin (point 0 in Fig. 1) and ~ is the volume for x 3 > 0 between S~ and the solid sphere. But on account of (6) and the divergence theorem: OXj = ~ j dv= s~ nj da (9) which vanishes as r ~ ~ since, as remarked earlier, t u = 0(r -4) whereas u~ 1) remains at most 0 (1). Similarly, the corresponding integral over S~o in (8) also vanishes, and hence, taking account of (5), (o) ~u~~ dv (10) 8xj which, as seen, involves only solutions to the creeping flow equations. We also note that the integral in (10) is uniformly convergent since as mentioned earlier, v~ decays as 0 (r-3) whereas u}o) ~I ~ ~) ~xj becomes 0(r- as r--, oo. Therefore ~ represents the whole space external to the sphere and the plane. Ill. Evaluation of the lift integral An expression for the flow field u~ ~ has been given by O'Neill [4] in polar coordinates: uv=(u + z) coso, Uo=(V- z) sino, Uz= Wcos0 (11) where the functions, U, V, W are independent of 0 and are defined by O'Neill using the tangent sphere coordinate system: 2r 2z r- r2 + Z2, ~ -- r2 + Z2 (12) in which the space occupied by the fluid is mapped into the region 0 < ~ < 1, r> 0 (see Ref. [4], Eqs for details). The corresponding expression for v i can be obtained z I ~<i r<l Figure 2 The tangent sphere coordinate system.

4 Vol. 36, 1985 The lift on a small sphere 177 by a simple extension of Goren's [5] analysis and application of the appropriate boundary conditions. Letting I) r -- V z -- : 1) 0 : 0 r 5z' r 8r we find that ~2)32 c~_ }72 -(r2 2r~ c r~ + [Fa (t) sinh~t- (t) ( osh~t sinh ~ t. )] a~ (rl t) dt where t a e-' sinht + t(t + 1) F2(t ) = F 1 (t) - sinh 2 t - t 2' sinh 2 t - t 2 In cylindrical coordinates the integrand of (10) becomes: ~ (..0 4 aur exj -~\rer + r eo ~ + UzTs since v o = 0. It is convenient to recast (14) in the tangent sphere coordinate system in terms of which (10) becomes Ijl)=i~2~viu(~ 8r 2)3 d0 drd ~ o o o J 8xj (r2+ oo ~ & - ( u + v ) ( V - z ) + W l+~-z (19 or, formally, [( ~W 1 W ~w]~ 8 t~2)3 drd~ +~ V+zl~r-;w(v-~)+ ~jj(~+ 1 oo J~) = ~ ~ ~ f(~, t) atd~. (16) 0 0 Equation (16) has been evaluated numerically to obtain: L ~ 9.22 R (17) or in dimensional terms: (18) IV. Discussion In solving for',i(~ O'Neill [4] derived the leading order term of the lateral force, Fx, on a sphere due to a linear shear field. Combining this result with our calculation of the lift we obtain: LF~ _~ R. (19)

5 178 D. Leighton and A. Acrivos ZAMP Although the lift is large enough to be measured experimentally under appropriate conditions, it is far too small to be of significance relative to the drag at Reynolds numbers of 0 (i0-2). Thus, if, in the more complex system of the resuspension of a layer of settled particles, the inertial forces are of the same order of magnitude as in the simple problem examined here, we may infer that inertia plays only a minor role in bringing about the resuspension of settled particles in low R shear fields. The factors responsible for the observed resuspension remain, therefore, to be identified. Acknowledgement The authors would like to thank the reviewer for recommending that the integral in Eq. (16) be evaluated numerically rather than, as had been done in an earlier draft of the paper, through the use of a far-field approximation which in fact had led to an inaccurate result. This work was supported in part by a contract with the Department of Energy DOE AT03-80-ERI0659. References [1] F. Gadala-Maria in EPRI Project Final Report, A. Acrivos, Investigator, pp (1979). [2] J. R. Blake, Proc. Camb. Phil. Soc. 70, 303 (1971). [3] B. P. Ho and L. G. Leal, J. Fluid Mech. 65, part 2, 365 (1974). [4] M. E. O'Neill, Chem. Eng. Sci. 23, 1293 (1968). [5] S. L. Goren, J. Fluid Mech. 41, part 3, 619 (1970). Abstract The contribution from purely viscous forces to the lift L on a sphere of radius a touching a plane in the presence of a shear flow field of strength?) is zero. An exact integral expression for the lift to leading order in the Reynolds number R- ~a2v is derived using known creeping flow solutions to related problems. The integral is evaluated numerically to obtain the value of the lift L~ Iz a R or LF x " R where F x is the lateral viscous force on the sphere. Zusammenfassung Der Beitrag der Zfihigkeit allein zum Auftrieb L an einer Kugel vom Radius a, welche in einer Scherstr6mung mit dem Gradienten ~ eine unendliche Ebene beriihrt ist null. Ein exakter Integralausdruck ffir den Auftrieb wird in erster Ordnung der Reynoldszahl, R =- ~) a2v, hergeleitet unter Benfitzung bekannter verwandter L6sungen in schleichender Str6mung. Der Wert des Integrals wird numerisch bestimmt und gibt ffir den Auftrieb L~) # a R oder LF x R; dabei ist F x die seitliche Zihigkeitskraft auf die Kugel. (Received: December 30, 1983)

Inertial migration of a sphere in Poiseuille flow

Inertial migration of a sphere in Poiseuille flow J. Fluid Mech. (1989), vol. 203, pp. 517-524 Printed in Great Britain 517 Inertial migration of a sphere in Poiseuille flow By JEFFREY A. SCHONBERG AND E. J. HINCH Department of Applied Mathematics and

More information

2. FLUID-FLOW EQUATIONS SPRING 2019

2. FLUID-FLOW EQUATIONS SPRING 2019 2. FLUID-FLOW EQUATIONS SPRING 2019 2.1 Introduction 2.2 Conservative differential equations 2.3 Non-conservative differential equations 2.4 Non-dimensionalisation Summary Examples 2.1 Introduction Fluid

More information

Module 9: Packed beds Lecture 29: Drag, particles settling. Flow through a packed bed of solids. Drag. Criteria of settling.

Module 9: Packed beds Lecture 29: Drag, particles settling. Flow through a packed bed of solids. Drag. Criteria of settling. Flow through a packed bed of solids Drag Criteria of settling Hindred settling file:///d /Web%20Course/Dr.%20Nishith%20Verma/local%20server/fluid_mechanics/lecture29/29_1.htm[5/9/2012 3:38:37 PM] Flow

More information

Boundary Conditions in Fluid Mechanics

Boundary Conditions in Fluid Mechanics Boundary Conditions in Fluid Mechanics R. Shankar Subramanian Department of Chemical and Biomolecular Engineering Clarkson University The governing equations for the velocity and pressure fields are partial

More information

C C C C 2 C 2 C 2 C + u + v + (w + w P ) = D t x y z X. (1a) y 2 + D Z. z 2

C C C C 2 C 2 C 2 C + u + v + (w + w P ) = D t x y z X. (1a) y 2 + D Z. z 2 This chapter provides an introduction to the transport of particles that are either more dense (e.g. mineral sediment) or less dense (e.g. bubbles) than the fluid. A method of estimating the settling velocity

More information

The Navier-Stokes equations for an incompressible fluid in indicial notation are. i u i = 0 (9.1)

The Navier-Stokes equations for an incompressible fluid in indicial notation are. i u i = 0 (9.1) Chapter 9 Viscous flow The Navier-Stokes equations for an incompressible fluid in indicial notation are i u i = 0 9.1 ρ t + u j j u i = i p + µ 2 j u i 9.2 When these are applied to practical problems,

More information

A Calculator for Sediment Transport in Microchannels Based on the Rouse Number. L. Pekker Fuji Film Dimatix Inc., Lebanon NH USA.

A Calculator for Sediment Transport in Microchannels Based on the Rouse Number. L. Pekker Fuji Film Dimatix Inc., Lebanon NH USA. A Calculator for Sediment Transport in Microchannels Based on the Rouse Number L. Pekker Fuji Film Dimatix Inc., Lebanon NH 03766 USA Abstract The Rouse number is commonly used to estimate the mode of

More information

COMPUTATIONAL STUDY OF PARTICLE/LIQUID FLOWS IN CURVED/COILED MEMBRANE SYSTEMS

COMPUTATIONAL STUDY OF PARTICLE/LIQUID FLOWS IN CURVED/COILED MEMBRANE SYSTEMS COMPUTATIONAL STUDY OF PARTICLE/LIQUID FLOWS IN CURVED/COILED MEMBRANE SYSTEMS Prashant Tiwari 1, Steven P. Antal 1,2, Michael Z. Podowski 1,2 * 1 Department of Mechanical, Aerospace and Nuclear Engineering,

More information

Basic concepts in viscous flow

Basic concepts in viscous flow Élisabeth Guazzelli and Jeffrey F. Morris with illustrations by Sylvie Pic Adapted from Chapter 1 of Cambridge Texts in Applied Mathematics 1 The fluid dynamic equations Navier-Stokes equations Dimensionless

More information

LARGE AMPLITUDE OSCILLATIONS OF A TUBE OF INCOMPRESSIBLE ELASTIC MATERIAL*

LARGE AMPLITUDE OSCILLATIONS OF A TUBE OF INCOMPRESSIBLE ELASTIC MATERIAL* 71 LARGE AMPLITUDE OSCILLATIONS OF A TUBE OF INCOMPRESSIBLE ELASTIC MATERIAL* BT JAMES K. KNOWLES California Institute of Technology 1. Introduction. In recent years a number of problems have been solved

More information

General Solution of the Incompressible, Potential Flow Equations

General Solution of the Incompressible, Potential Flow Equations CHAPTER 3 General Solution of the Incompressible, Potential Flow Equations Developing the basic methodology for obtaining the elementary solutions to potential flow problem. Linear nature of the potential

More information

Fundamentals of Fluid Dynamics: Elementary Viscous Flow

Fundamentals of Fluid Dynamics: Elementary Viscous Flow Fundamentals of Fluid Dynamics: Elementary Viscous Flow Introductory Course on Multiphysics Modelling TOMASZ G. ZIELIŃSKI bluebox.ippt.pan.pl/ tzielins/ Institute of Fundamental Technological Research

More information

Interphase Transport in Isothermal Systems

Interphase Transport in Isothermal Systems Transport Phenomena Interphase Transport in Isothermal Systems 1 Interphase Transport in Isothermal Systems 1. Definition of friction factors 2. Friction factors for flow in tubes 3. Friction factors for

More information

ASTR 320: Solutions to Problem Set 2

ASTR 320: Solutions to Problem Set 2 ASTR 320: Solutions to Problem Set 2 Problem 1: Streamlines A streamline is defined as a curve that is instantaneously tangent to the velocity vector of a flow. Streamlines show the direction a massless

More information

Modelling 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 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 information

Studies 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 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 information

REE Internal Fluid Flow Sheet 2 - Solution Fundamentals of Fluid Mechanics

REE Internal Fluid Flow Sheet 2 - Solution Fundamentals of Fluid Mechanics REE 307 - Internal Fluid Flow Sheet 2 - Solution Fundamentals of Fluid Mechanics 1. Is the following flows physically possible, that is, satisfy the continuity equation? Substitute the expressions for

More information

Pressure corrections for viscoelastic potential flow analysis of capillary instability

Pressure corrections for viscoelastic potential flow analysis of capillary instability ve-july29-4.tex 1 Pressure corrections for viscoelastic potential flow analysis of capillary instability J. Wang, D. D. Joseph and T. Funada Department of Aerospace Engineering and Mechanics, University

More information

Experiments at the University of Minnesota (draft 2)

Experiments at the University of Minnesota (draft 2) Experiments at the University of Minnesota (draft 2) September 17, 2001 Studies of migration and lift and of the orientation of particles in shear flows Experiments to determine positions of spherical

More information

18.02 Multivariable Calculus Fall 2007

18.02 Multivariable Calculus Fall 2007 MIT OpenCourseWare http://ocw.mit.edu 18.02 Multivariable Calculus Fall 2007 For information about citing these materials or our Terms of Use, visit: http://ocw.mit.edu/terms. V9. Surface Integrals Surface

More information

BAE 820 Physical Principles of Environmental Systems

BAE 820 Physical Principles of Environmental Systems BAE 820 Physical Principles of Environmental Systems Stokes' law and Reynold number Dr. Zifei Liu The motion of a particle in a fluid environment, such as air or water m dv =F(t) - F dt d - 1 4 2 3 πr3

More information

The evaluation of the far field integral in the Green's function representation for steady Oseen flow

The evaluation of the far field integral in the Green's function representation for steady Oseen flow The evaluation of the far field integral in the Green's function representation for steady Oseen flow Fishwick, NJ and Chadwick, EA http://dx.doi.org/0.063/.38848 Title Authors Type URL The evaluation

More information

6.2 Governing Equations for Natural Convection

6.2 Governing Equations for Natural Convection 6. Governing Equations for Natural Convection 6..1 Generalized Governing Equations The governing equations for natural convection are special cases of the generalized governing equations that were discussed

More information

Differential relations for fluid flow

Differential relations for fluid flow Differential relations for fluid flow In this approach, we apply basic conservation laws to an infinitesimally small control volume. The differential approach provides point by point details of a flow

More information

Direct Simulation of the Motion of Solid Particles in Couette and Poiseuille Flows of Viscoelastic Fluids

Direct Simulation of the Motion of Solid Particles in Couette and Poiseuille Flows of Viscoelastic Fluids Direct Simulation of the Motion of Solid Particles in Couette and Poiseuille Flows of Viscoelastic Fluids by P. Y. Huang 1, J. Feng 2, H. H. Hu 3 and D. D. Joseph 1 1 Department of Aerospace Engineering

More information

Entropy generation and transport

Entropy generation and transport Chapter 7 Entropy generation and transport 7.1 Convective form of the Gibbs equation In this chapter we will address two questions. 1) How is Gibbs equation related to the energy conservation equation?

More information

Fluid Dynamics Exercises and questions for the course

Fluid 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 information

Chapter 2: Fluid Dynamics Review

Chapter 2: Fluid Dynamics Review 7 Chapter 2: Fluid Dynamics Review This chapter serves as a short review of basic fluid mechanics. We derive the relevant transport equations (or conservation equations), state Newton s viscosity law leading

More information

Wall Effects in Convective Heat Transfer from a Sphere to Power Law Fluids in Tubes

Wall Effects in Convective Heat Transfer from a Sphere to Power Law Fluids in Tubes Excerpt from the Proceedings of the COMSOL Conference 9 Boston Wall Effects in Convective Heat Transfer from a Sphere to Power Law Fluids in Tubes Daoyun Song *1, Rakesh K. Gupta 1 and Rajendra P. Chhabra

More information

ON THE EFFECTIVENESS OF HEAT GENERATION/ABSORPTION ON HEAT TRANSFER IN A STAGNATION POINT FLOW OF A MICROPOLAR FLUID OVER A STRETCHING SURFACE

ON THE EFFECTIVENESS OF HEAT GENERATION/ABSORPTION ON HEAT TRANSFER IN A STAGNATION POINT FLOW OF A MICROPOLAR FLUID OVER A STRETCHING SURFACE 5 Kragujevac J. Sci. 3 (29) 5-9. UDC 532.5:536.24 ON THE EFFECTIVENESS OF HEAT GENERATION/ABSORPTION ON HEAT TRANSFER IN A STAGNATION POINT FLOW OF A MICROPOLAR FLUID OVER A STRETCHING SURFACE Hazem A.

More information

2.5 Stokes flow past a sphere

2.5 Stokes flow past a sphere Lecture Notes on Fluid Dynamics.63J/.J) by Chiang C. Mei, MIT 007 Spring -5Stokes.tex.5 Stokes flow past a sphere Refs] Lamb: Hydrodynamics Acheson : Elementary Fluid Dynamics, p. 3 ff One of the fundamental

More information

Practice Problems for Exam 3 (Solutions) 1. Let F(x, y) = xyi+(y 3x)j, and let C be the curve r(t) = ti+(3t t 2 )j for 0 t 2. Compute F dr.

Practice Problems for Exam 3 (Solutions) 1. Let F(x, y) = xyi+(y 3x)j, and let C be the curve r(t) = ti+(3t t 2 )j for 0 t 2. Compute F dr. 1. Let F(x, y) xyi+(y 3x)j, and let be the curve r(t) ti+(3t t 2 )j for t 2. ompute F dr. Solution. F dr b a 2 2 F(r(t)) r (t) dt t(3t t 2 ), 3t t 2 3t 1, 3 2t dt t 3 dt 1 2 4 t4 4. 2. Evaluate the line

More information

The Navier-Stokes Equations

The Navier-Stokes Equations s University of New Hampshire February 22, 202 and equations describe the non-relativistic time evolution of mass and momentum in fluid substances. mass density field: ρ = ρ(t, x, y, z) velocity field:

More information

UNIT IV BOUNDARY LAYER AND FLOW THROUGH PIPES Definition of boundary layer Thickness and classification Displacement and momentum thickness Development of laminar and turbulent flows in circular pipes

More information

Euler equation and Navier-Stokes equation

Euler equation and Navier-Stokes equation Euler equation and Navier-Stokes equation WeiHan Hsiao a a Department of Physics, The University of Chicago E-mail: weihanhsiao@uchicago.edu ABSTRACT: This is the note prepared for the Kadanoff center

More information

Viscous Fluids. Amanda Meier. December 14th, 2011

Viscous Fluids. Amanda Meier. December 14th, 2011 Viscous Fluids Amanda Meier December 14th, 2011 Abstract Fluids are represented by continuous media described by mass density, velocity and pressure. An Eulerian description of uids focuses on the transport

More information

UNIVERSITY OF EAST ANGLIA

UNIVERSITY OF EAST ANGLIA UNIVERSITY OF EAST ANGLIA School of Mathematics May/June UG Examination 2007 2008 FLUIDS DYNAMICS WITH ADVANCED TOPICS Time allowed: 3 hours Attempt question ONE and FOUR other questions. Candidates must

More information

Lecture 3: 1. Lecture 3.

Lecture 3: 1. Lecture 3. Lecture 3: 1 Lecture 3. Lecture 3: 2 Plan for today Summary of the key points of the last lecture. Review of vector and tensor products : the dot product (or inner product ) and the cross product (or vector

More information

arxiv: v2 [math-ph] 14 Apr 2008

arxiv: v2 [math-ph] 14 Apr 2008 Exact Solution for the Stokes Problem of an Infinite Cylinder in a Fluid with Harmonic Boundary Conditions at Infinity Andreas N. Vollmayr, Jan-Moritz P. Franosch, and J. Leo van Hemmen arxiv:84.23v2 math-ph]

More information

IPC TECHNICAL PAPER SERIES NUMBER 80

IPC TECHNICAL PAPER SERIES NUMBER 80 THE INSTITUTE OF PAPER CHEMISTRY, APPLETON, WISCONSIN IPC TECHNICAL PAPER SERIES NUMBER 80 RETENTION DYNAMICS FOR SMALL PARTICLES ON CYLINDRICAL FIBERS. I. A NEW MODEL FOR INVESTIGATING THE EFFECTS OF

More information

CENG 501 Examination Problem: Estimation of Viscosity with a Falling - Cylinder Viscometer

CENG 501 Examination Problem: Estimation of Viscosity with a Falling - Cylinder Viscometer CENG 501 Examination Problem: Estimation of Viscosity with a Falling - Cylinder Viscometer You are assigned to design a fallingcylinder viscometer to measure the viscosity of Newtonian liquids. A schematic

More information

Theoretical Formulation of Collision Rate and Collision Efficiency of Hydrodynamically-Interacting Cloud Droplets in Turbulent Atmosphere

Theoretical Formulation of Collision Rate and Collision Efficiency of Hydrodynamically-Interacting Cloud Droplets in Turbulent Atmosphere Theoretical Formulation of Collision Rate and Collision Efficiency of Hydrodynamically-Interacting Cloud Droplets in Turbulent Atmosphere Lian-Ping Wang, Orlando Ayala, Scott E. Kasprzak, and Wojciech

More information

The Divergence Theorem Stokes Theorem Applications of Vector Calculus. Calculus. Vector Calculus (III)

The Divergence Theorem Stokes Theorem Applications of Vector Calculus. Calculus. Vector Calculus (III) Calculus Vector Calculus (III) Outline 1 The Divergence Theorem 2 Stokes Theorem 3 Applications of Vector Calculus The Divergence Theorem (I) Recall that at the end of section 12.5, we had rewritten Green

More information

0n Stokes' Problem for a Non-Newtonian Fluid. K. R. Rajagopal, Pittsburgh, Pennsylvania, and T. Y. Na, Dearborn, Michigan. (Received August 30, 1982)

0n Stokes' Problem for a Non-Newtonian Fluid. K. R. Rajagopal, Pittsburgh, Pennsylvania, and T. Y. Na, Dearborn, Michigan. (Received August 30, 1982) Acts ]Vfeehaniea 48, 233--239 (1983) ACTA MECHANCA by Spriager-Verlag 1983 0n Stokes' Problem for a Non-Newtonian Fluid By K. R. Rajagopal, Pittsburgh, Pennsylvania, T. Y. Na, Dearborn, Michigan (Received

More information

Candidates must show on each answer book the type of calculator used. Log Tables, Statistical Tables and Graph Paper are available on request.

Candidates must show on each answer book the type of calculator used. Log Tables, Statistical Tables and Graph Paper are available on request. UNIVERSITY OF EAST ANGLIA School of Mathematics Spring Semester Examination 2004 FLUID DYNAMICS Time allowed: 3 hours Attempt Question 1 and FOUR other questions. Candidates must show on each answer book

More information

Small particles in a viscous fluid. Part 2. Sedimentation of particles. Sedimentation of an isolated sphere. Part 2. Sedimentation of particles

Small particles in a viscous fluid. Part 2. Sedimentation of particles. Sedimentation of an isolated sphere. Part 2. Sedimentation of particles Small particles in a viscous fluid Course in three parts. A quick course in micro-hydrodynamics 2. Sedimentation of particles 3. Rheology of suspensions Good textbook for parts & 2: A Physical Introduction

More information

Viscosity of magmas containing highly deformable bubbles

Viscosity of magmas containing highly deformable bubbles Journal of Volcanology and Geothermal Research 105 (2001) 19±24 www.elsevier.nl/locate/jvolgeores Viscosity of magmas containing highly deformable bubbles M. Manga a, *, M. Loewenberg b a Department of

More information

Curvilinear flows of noncolloidal suspensions: The role of normal stresses

Curvilinear flows of noncolloidal suspensions: The role of normal stresses Curvilinear flows of noncolloidal suspensions: The role of normal stresses Jeffrey F. Morris a) and Fabienne Boulay b) School of Chemical Engineering, Georgia Institute of Technology, Atlanta, Georgia

More information

Chapter 5. The Differential Forms of the Fundamental Laws

Chapter 5. The Differential Forms of the Fundamental Laws Chapter 5 The Differential Forms of the Fundamental Laws 1 5.1 Introduction Two primary methods in deriving the differential forms of fundamental laws: Gauss s Theorem: Allows area integrals of the equations

More information

Stress, Strain, and Viscosity. San Andreas Fault Palmdale

Stress, Strain, and Viscosity. San Andreas Fault Palmdale Stress, Strain, and Viscosity San Andreas Fault Palmdale Solids and Liquids Solid Behavior: Liquid Behavior: - elastic - fluid - rebound - no rebound - retain original shape - shape changes - small deformations

More information

FLUID MECHANICS. Chapter 9 Flow over Immersed Bodies

FLUID 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 information

Chapter 8. Chapter Spherical Pressure Vessels

Chapter 8. Chapter Spherical Pressure Vessels Chapter 8 Chapter 8-1-8-3 Spherical Pressure Vessels Here are examples of spherical pressure vessels. Let s determine how to analyze them. Consider Figures 8-2 and 8-3 below. 1 Figure 8-2 illustrates the

More information

APPH 4200 Physics of Fluids

APPH 4200 Physics of Fluids APPH 4200 Physics of Fluids Review (Ch. 3) & Fluid Equations of Motion (Ch. 4) September 21, 2010 1.! Chapter 3 (more notes) 2.! Vorticity and Circulation 3.! Navier-Stokes Equation 1 Summary: Cauchy-Stokes

More information

Similarity Approach to the Problem of Second Grade Fluid Flows over a Stretching Sheet

Similarity Approach to the Problem of Second Grade Fluid Flows over a Stretching Sheet Applied Mathematical Sciences, Vol. 1, 2007, no. 7, 327-338 Similarity Approach to the Problem of Second Grade Fluid Flows over a Stretching Sheet Ch. Mamaloukas Athens University of Economics and Business

More information

COURSE NUMBER: ME 321 Fluid Mechanics I 3 credit hour. Basic Equations in fluid Dynamics

COURSE NUMBER: ME 321 Fluid Mechanics I 3 credit hour. Basic Equations in fluid Dynamics COURSE NUMBER: ME 321 Fluid Mechanics I 3 credit hour Basic Equations in fluid Dynamics Course teacher Dr. M. Mahbubur Razzaque Professor Department of Mechanical Engineering BUET 1 Description of Fluid

More information

Slow Viscoelastic Flow in Tilted Troughs

Slow Viscoelastic Flow in Tilted Troughs Slow Viscoelastic Flow in Tilted Troughs By A. S. Wineman* and A. C. Pipkin, Brown University, Providence, R. I. (Received May 17, 1965) Summary. In viscoelastic flow of an incompressible fluid down a

More information

g (z) = 1 (1 + z/a) = 1

g (z) = 1 (1 + z/a) = 1 1.4.2 Gravitational Force g is the gravitational force. It always points towards the center of mass, and it is proportional to the inverse square of the distance above the center of mass: g (z) = GM (a

More information

Lateral Migration and Orientation of Elliptical Particles in Poiseuille Flows

Lateral Migration and Orientation of Elliptical Particles in Poiseuille Flows Journal of Statistical Physics, Vol. 17, Nos. 1/2, April 22 ( 22) Lateral Migration and Orientation of Elliptical Particles in Poiseuille Flows Dewei Qi, 1 Lishi Luo, 2 Raja Aravamuthan, 3 and William

More information

High Speed Aerodynamics. Copyright 2009 Narayanan Komerath

High Speed Aerodynamics. Copyright 2009 Narayanan Komerath Welcome to High Speed Aerodynamics 1 Lift, drag and pitching moment? Linearized Potential Flow Transformations Compressible Boundary Layer WHAT IS HIGH SPEED AERODYNAMICS? Airfoil section? Thin airfoil

More information

Computational Fluid Dynamics 2

Computational Fluid Dynamics 2 Seite 1 Introduction Computational Fluid Dynamics 11.07.2016 Computational Fluid Dynamics 2 Turbulence effects and Particle transport Martin Pietsch Computational Biomechanics Summer Term 2016 Seite 2

More information

Exercise: concepts from chapter 10

Exercise: concepts from chapter 10 Reading:, Ch 10 1) The flow of magma with a viscosity as great as 10 10 Pa s, let alone that of rock with a viscosity of 10 20 Pa s, is difficult to comprehend because our common eperience is with s like

More information

0 = p. 2 x + 2 w. z +ν w

0 = p. 2 x + 2 w. z +ν w Solution (Elliptical pipe flow (a Using the Navier Stokes equations in three dimensional cartesian coordinates, given that u =, v = and w = w(x,y only, and assuming no body force, we are left with = p

More information

Lecture 7 Boundary Layer

Lecture 7 Boundary Layer SPC 307 Introduction to Aerodynamics Lecture 7 Boundary Layer April 9, 2017 Sep. 18, 2016 1 Character of the steady, viscous flow past a flat plate parallel to the upstream velocity Inertia force = ma

More information

18.02 Multivariable Calculus Fall 2007

18.02 Multivariable Calculus Fall 2007 MIT OpenourseWare http://ocw.mit.edu 18.02 Multivariable alculus Fall 2007 For information about citing these materials or our Terms of Use, visit: http://ocw.mit.edu/terms. 18.02 Lecture 21. Test for

More information

13.42 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. 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 information

Dynamic Simulation of Shear-induced Particle Migration in a Two-dimensional Circular Couette Device *

Dynamic Simulation of Shear-induced Particle Migration in a Two-dimensional Circular Couette Device * Chin. J. Chem. Eng., 15(3) 333 338 (2007) Dynamic Simulation of Shear-induced Particle Migration in a Two-dimensional Circular Couette Device * YU Zhaosheng( 余钊圣 ) a,b, **, SHAO Xueming( 邵雪明 ) a and Roger

More information

12.1 Viscous potential flow (VPF)

12.1 Viscous potential flow (VPF) 1 Energy equation for irrotational theories of gas-liquid flow:: viscous potential flow (VPF), viscous potential flow with pressure correction (VCVPF), dissipation method (DM) 1.1 Viscous potential flow

More information

7 The Navier-Stokes Equations

7 The Navier-Stokes Equations 18.354/12.27 Spring 214 7 The Navier-Stokes Equations In the previous section, we have seen how one can deduce the general structure of hydrodynamic equations from purely macroscopic considerations and

More information

Christel Hohenegger A simple model for ketchup-like liquid, its numerical challenges and limitations April 7, 2011

Christel Hohenegger A simple model for ketchup-like liquid, its numerical challenges and limitations April 7, 2011 Notes by: Andy Thaler Christel Hohenegger A simple model for ketchup-like liquid, its numerical challenges and limitations April 7, 2011 Many complex fluids are shear-thinning. Such a fluid has a shear

More information

LAMINAR FLOW BEHIND A TWO-DIMENSIONAL GRID

LAMINAR FLOW BEHIND A TWO-DIMENSIONAL GRID LAMINAR FLOW BEHIND A TWO-DIMENSIONAL GRID BY L. I. G. KOVASZNAY Communicated by Sir GEOFFREY TAYLOR Received 20 May 1947 INTRODUCTION The production of a 'wake' behind solid bodies has been treated by

More information

The Shape of a Rain Drop as determined from the Navier-Stokes equation John Caleb Speirs Classical Mechanics PHGN 505 December 12th, 2011

The Shape of a Rain Drop as determined from the Navier-Stokes equation John Caleb Speirs Classical Mechanics PHGN 505 December 12th, 2011 The Shape of a Rain Drop as determined from the Navier-Stokes equation John Caleb Speirs Classical Mechanics PHGN 505 December 12th, 2011 Derivation of Navier-Stokes Equation 1 The total stress tensor

More information

Detailed Outline, M E 521: Foundations of Fluid Mechanics I

Detailed Outline, M E 521: Foundations of Fluid Mechanics I Detailed Outline, M E 521: Foundations of Fluid Mechanics I I. Introduction and Review A. Notation 1. Vectors 2. Second-order tensors 3. Volume vs. velocity 4. Del operator B. Chapter 1: Review of Basic

More information

The Johns Hopkins Turbulence Databases (JHTDB)

The Johns Hopkins Turbulence Databases (JHTDB) The Johns Hopkins Turbulence Databases (JHTDB) HOMOGENEOUS BUOYANCY DRIVEN TURBULENCE DATA SET Data provenance: D. Livescu 1 Database Ingest and Web Services: C. Canada 1, K. Kalin 2, R. Burns 2 & IDIES

More information

(2.1) Is often expressed using a dimensionless drag coefficient:

(2.1) Is often expressed using a dimensionless drag coefficient: 1. Introduction Multiphase materials occur in many fields of natural and engineering science, industry, and daily life. Biological materials such as blood or cell suspensions, pharmaceutical or food products,

More information

SOLUTIONS TO THE FINAL EXAM. December 14, 2010, 9:00am-12:00 (3 hours)

SOLUTIONS TO THE FINAL EXAM. December 14, 2010, 9:00am-12:00 (3 hours) SOLUTIONS TO THE 18.02 FINAL EXAM BJORN POONEN December 14, 2010, 9:00am-12:00 (3 hours) 1) For each of (a)-(e) below: If the statement is true, write TRUE. If the statement is false, write FALSE. (Please

More information

Chapter 1: Basic Concepts

Chapter 1: Basic Concepts What is a fluid? A fluid is a substance in the gaseous or liquid form Distinction between solid and fluid? Solid: can resist an applied shear by deforming. Stress is proportional to strain Fluid: deforms

More information

D.R. Rector, M.L. Stewart and A.P. Poloski Pacific Northwest National Laboratory P.O. Box 999, Richland, WA

D.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 information

s and FE X. A. Flow measurement B. properties C. statics D. impulse, and momentum equations E. Pipe and other internal flow 7% of FE Morning Session I

s and FE X. A. Flow measurement B. properties C. statics D. impulse, and momentum equations E. Pipe and other internal flow 7% of FE Morning Session I Fundamentals of Engineering (FE) Exam General Section Steven Burian Civil & Environmental Engineering October 26, 2010 s and FE X. A. Flow measurement B. properties C. statics D. impulse, and momentum

More information

Numerical Simulation of Newtonian and Non-Newtonian Flows in Bypass

Numerical Simulation of Newtonian and Non-Newtonian Flows in Bypass Numerical Simulation of Newtonian and Non-Newtonian Flows in Bypass Vladimír Prokop, Karel Kozel Czech Technical University Faculty of Mechanical Engineering Department of Technical Mathematics Vladimír

More information

150A Review Session 2/13/2014 Fluid Statics. Pressure acts in all directions, normal to the surrounding surfaces

150A Review Session 2/13/2014 Fluid Statics. Pressure acts in all directions, normal to the surrounding surfaces Fluid Statics Pressure acts in all directions, normal to the surrounding surfaces or Whenever a pressure difference is the driving force, use gauge pressure o Bernoulli equation o Momentum balance with

More information

Sound Pressure Generated by a Bubble

Sound Pressure Generated by a Bubble Sound Pressure Generated by a Bubble Adrian Secord Dept. of Computer Science University of British Columbia ajsecord@cs.ubc.ca October 22, 2001 This report summarises the analytical expression for the

More information

2 D.D. Joseph To make things simple, consider flow in two dimensions over a body obeying the equations ρ ρ v = 0;

2 D.D. Joseph To make things simple, consider flow in two dimensions over a body obeying the equations ρ ρ   v  = 0; Accepted for publication in J. Fluid Mech. 1 Viscous Potential Flow By D.D. Joseph Department of Aerospace Engineering and Mechanics, University of Minnesota, MN 55455 USA Email: joseph@aem.umn.edu (Received

More information

FLUID MECHANICS PROF. DR. METİN GÜNER COMPILER

FLUID MECHANICS PROF. DR. METİN GÜNER COMPILER FLUID MECHANICS PROF. DR. METİN GÜNER COMPILER ANKARA UNIVERSITY FACULTY OF AGRICULTURE DEPARTMENT OF AGRICULTURAL MACHINERY AND TECHNOLOGIES ENGINEERING 1 5. FLOW IN PIPES 5.1.3. Pressure and Shear Stress

More information

Sediment continuity: how to model sedimentary processes?

Sediment continuity: how to model sedimentary processes? Sediment continuity: how to model sedimentary processes? N.M. Vriend 1 Sediment transport The total sediment transport rate per unit width is a combination of bed load q b, suspended load q s and wash-load

More information

Math 575-Lecture Viscous Newtonian fluid and the Navier-Stokes equations

Math 575-Lecture Viscous Newtonian fluid and the Navier-Stokes equations Math 575-Lecture 13 In 1845, tokes extended Newton s original idea to find a constitutive law which relates the Cauchy stress tensor to the velocity gradient, and then derived a system of equations. The

More information

STOKESIAN DYNAMICS AND THE SETTLING BEHAVIOUR OF PARTICLE-FIBRE-MIXTURES

STOKESIAN DYNAMICS AND THE SETTLING BEHAVIOUR OF PARTICLE-FIBRE-MIXTURES STOKESIAN DYNAMICS AND THE SETTLING BEHAVIOUR OF PARTICLE-FIBRE-MIXTURES Dipl.-Math. techn. Markus Feist*, Dipl.-Math. techn. Florian Keller*, Prof. Dr. Willy Dörfler**, Prof. Dr.-Ing. Herman Nirschl*

More information

Hyperviscous regularization of the Navier Stokes equation and the motion of slender swimmers

Hyperviscous regularization of the Navier Stokes equation and the motion of slender swimmers Hyperviscous regularization of the Navier Stokes equation and the motion of slender swimmers Giulio G. Giusteri Dipartimento di Matematica e Fisica N. Tartaglia Università Cattolica del Sacro Cuore International

More information

University Physics (Prof. David Flory) Chapt_24 Sunday, February 03, 2008 Page 1

University Physics (Prof. David Flory) Chapt_24 Sunday, February 03, 2008 Page 1 University Physics (Prof. David Flory) Chapt_4 Sunday, February 03, 008 Page 1 Name: Date: 1. A point charged particle is placed at the center of a spherical Gaussian surface. The net electric flux Φ net

More information

Flow and heat transfer over a longitudinal circular cylinder moving in parallel or reversely to a free stream

Flow and heat transfer over a longitudinal circular cylinder moving in parallel or reversely to a free stream Acta Mechanica 118, 185-195 (1996) ACTA MECHANICA 9 Springer-Verlag 1996 Flow and heat transfer over a longitudinal circular cylinder moving in parallel or reversely to a free stream T.-Y. Na, Dearborn,

More information

CHAPTER 8 ENTROPY GENERATION AND TRANSPORT

CHAPTER 8 ENTROPY GENERATION AND TRANSPORT CHAPTER 8 ENTROPY GENERATION AND TRANSPORT 8.1 CONVECTIVE FORM OF THE GIBBS EQUATION In this chapter we will address two questions. 1) How is Gibbs equation related to the energy conservation equation?

More information

Numerical Heat and Mass Transfer

Numerical Heat and Mass Transfer Master Degree in Mechanical Engineering Numerical Heat and Mass Transfer 15-Convective Heat Transfer Fausto Arpino f.arpino@unicas.it Introduction In conduction problems the convection entered the analysis

More information

Chapter 8. Conservation Laws. 8.3 Magnetic Forces Do No Work

Chapter 8. Conservation Laws. 8.3 Magnetic Forces Do No Work Chapter 8. Conservation Laws 8.3 Magnetic Forces Do No Work 8.2 Momentum of EM fields 8.2.1 Newton's Third Law in Electrodynamics Consider two charges, q 1 and q 2, moving with speeds v 1 and v 2 magnetic

More information

INTRODUCTION OBJECTIVES

INTRODUCTION 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 information

Lattice-Boltzmann vs. Navier-Stokes simulation of particulate flows

Lattice-Boltzmann vs. Navier-Stokes simulation of particulate flows Lattice-Boltzmann vs. Navier-Stokes simulation of particulate flows Amir Eshghinejadfard, Abouelmagd Abdelsamie, Dominique Thévenin University of Magdeburg, Germany 14th Workshop on Two-Phase Flow Predictions

More information

Computational Modeling of the Cardiovascular and Neuronal System

Computational Modeling of the Cardiovascular and Neuronal System BIOEN 69 Computational Modeling of the Cardiovascular and Neuronal System Modeling of Blood Flow in Tissue and Organs Finite Element Method II Overview Recapitulation Mechanical Modeling Finite Element

More information

Fundamental Concepts of Convection : Flow and Thermal Considerations. Chapter Six and Appendix D Sections 6.1 through 6.8 and D.1 through D.

Fundamental Concepts of Convection : Flow and Thermal Considerations. Chapter Six and Appendix D Sections 6.1 through 6.8 and D.1 through D. Fundamental Concepts of Convection : Flow and Thermal Considerations Chapter Six and Appendix D Sections 6.1 through 6.8 and D.1 through D.3 6.1 Boundary Layers: Physical Features Velocity Boundary Layer

More information

Paper No. : 04 Paper Title: Unit Operations in Food Processing Module- 18: Circulation of fluids through porous bed

Paper No. : 04 Paper Title: Unit Operations in Food Processing Module- 18: Circulation of fluids through porous bed Paper No. : 04 Paper Title: Unit Operations in Food Processing Module- 18: Circulation of fluids through porous bed 18.1 Introduction A typical packed bed is a cylindrical column that is filled with a

More information

AXIALLY SYMMETRICAL JET MIXING OF A COMPRESSIBLE FLUID*

AXIALLY SYMMETRICAL JET MIXING OF A COMPRESSIBLE FLUID* 141 AXIALLY SYMMETRICAL JET MIXING OF A COMPRESSIBLE FLUID* BY S. I. PAI Institute for Fluid Dynamics and Applied Mathematics, University of Maryland 1. Introduction. The problem of turbulent jet mixing

More information

Turbomachinery Flow Physics and Dynamic Performance

Turbomachinery Flow Physics and Dynamic Performance Turbomachinery Flow Physics and Dynamic Performance Bearbeitet von Meinhard T Schobeiri 1. Auflage 2004. Buch. XXI, 522 S. Hardcover ISBN 978 3 540 22368 9 Format (B x L): 15,5 x 23,5 cm Gewicht: 2070

More information

A half submerged metal sphere (UIC comprehensive

A half submerged metal sphere (UIC comprehensive Problem 1. exam) A half submerged metal sphere (UIC comprehensive A very light neutral hollow metal spherical shell of mass m and radius a is slightly submerged by a distance b a below the surface of a

More information