DIRECT NUMERICAL SIMULATION OF LIQUID- SOLID FLOW

Similar documents
FLOW INDUCED MICROSTRUCTURE OF PARTICLES IN FLUIDIZED SUSPENSIONS

18 Printed 10/02/00 300particles-3.doc

Lift Correlations from Direct Numerical Simulation of Solid-Liquid Flow

Experiments at the University of Minnesota (draft 2)

Fluidization by Lift

A formulation for fast computations of rigid particulate flows

A correlation for the lift-off of many particles in plane Poiseuille flows of Newtonian fluids

Tsorng-Whay Pan. phone: (713) Web page: pan/

Direct Simulation of the Sedimentation of Elliptic Particles in Oldroyd-B Fluids

Shape tilting in viscoelastic fluids

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

particles in Newtonian and viscoelastic uids. Finally, the results of all numerical simulations will be compared with experiments from the literature

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

Single Curved Fiber Sedimentation Under Gravity. Xiaoying Rong, Dewei Qi Western Michigan University

The Lift Force on a Spherical Particle in Rectangular Pipe Flow. Houhui Yi

Modelling Rayleigh Taylor instability of a sedimenting suspension of several thousand circular particles in a direct numerical simulation

Fluidization by Lift

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

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

Lecture-6 Motion of a Particle Through Fluid (One dimensional Flow)

Lift-off of a single particle in Newtonian and viscoelastic fluids by direct numerical simulation

Numerical Simulation of Elongated Fibres in Horizontal Channel Flow

Single curved fiber sedimentation under gravity

Contents. I Introduction 1. Preface. xiii

Lateral Migration and Orientation of Elliptical Particles in Poiseuille Flows

Fluid Mechanics Prof. T.I. Eldho Department of Civil Engineering Indian Institute of Technology, Bombay. Lecture - 17 Laminar and Turbulent flows

The role of micro-scale inertia in transport processes. - Ganesh Subramanian (JNCASR, Bangalore)

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

Potential flow of a second-order fluid over a sphere or an ellipse

Momentum (Newton s 2nd Law of Motion)

What s important: viscosity Poiseuille's law Stokes' law Demo: dissipation in flow through a tube

Day 24: Flow around objects

Chapter 9: Differential Analysis of Fluid Flow

Lecture-4. Flow Past Immersed Bodies

Fluidization of 1204 spheres: simulation and experiment

Direct Simulation of the Motion of Solid Particles in Viscoelastic Fluids

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

Fluid Mechanics Prof. T. I. Eldho Department of Civil Engineering Indian Institute of Technology, Bombay

PART 1B EXPERIMENTAL ENGINEERING. SUBJECT: FLUID MECHANICS & HEAT TRANSFER LOCATION: HYDRAULICS LAB (Gnd Floor Inglis Bldg) BOUNDARY LAYERS AND DRAG

Chapter 9: Differential Analysis

1. Introduction, tensors, kinematics

2.3 The Turbulent Flat Plate Boundary Layer

3 Fluids and Motion. Critical Thinking

Summary of Dimensionless Numbers of Fluid Mechanics and Heat Transfer

Applied Fluid Mechanics

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

MODELLING MULTIPHASE FLOWS OF DISCRETE PARTICLES IN VISCOELASTIC FLUIDS

(a). t = 0 (b). t = 0.276

Emergence of collective dynamics in active biological systems -- Swimming micro-organisms --

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

Modelling of dispersed, multicomponent, multiphase flows in resource industries. Section 3: Examples of analyses conducted for Newtonian fluids

Convection. forced convection when the flow is caused by external means, such as by a fan, a pump, or atmospheric winds.

DEVELOPMENT OF A NUMERICAL APPROACH FOR SIMULATION OF SAND BLOWING AND CORE FORMATION

Fluid Mechanics II Viscosity and shear stresses

Power law correlations for gas/liquid flow in a flexible pipeline simulating terrain variation

2. FLUID-FLOW EQUATIONS SPRING 2019

15. Physics of Sediment Transport William Wilcock

Chemical and Biomolecular Engineering 150A Transport Processes Spring Semester 2017

Strategy in modelling irregular shaped particle behaviour in confined turbulent flows

BOUNDARY LAYER FLOWS HINCHEY

Modified DLM method for finite-volume simulation of particle flow

V (r,t) = i ˆ u( x, y,z,t) + ˆ j v( x, y,z,t) + k ˆ w( x, y, z,t)

Department of Mechanical Engineering

CFD in COMSOL Multiphysics

Pairwise Interaction Extended Point-Particle (PIEP) Model for droplet-laden flows: Towards application to the mid-field of a spray

DNS of colloidal dispersions using the smoothed profile method: formulation and applications

Introduction to Turbulence AEEM Why study turbulent flows?

Simulation of floating bodies with lattice Boltzmann

Lagrangian Particle Tracking

ME224 Lab 6 Viscosity Measurement

Anomalous Rolling of Spheres Down an Inclined Plane

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

Module 2: External Flows Lecture 12: Flow Over Curved Surfaces. The Lecture Contains: Description of Flow past a Circular Cylinder

Chemical Engineering 374

(Refer Slide Time: 0:35)

ν δ - 1 -

7 The Navier-Stokes Equations

Journal of Computational Physics

NUMERICAL MODELING OF THE GAS-PARTICLE FLUID FLOW AND HEAT TRANSFER IN THE SLIP REGIME

Fluid Animation. Christopher Batty November 17, 2011

The Use of Lattice Boltzmann Numerical Scheme for Contaminant Removal from a Heated Cavity in Horizontal Channel

Numerical Heat and Mass Transfer

ENGR Heat Transfer II

Discrete Projection Methods for Incompressible Fluid Flow Problems and Application to a Fluid-Structure Interaction

Basic Concepts: Drag. Education Community

An Overview of Fluid Animation. Christopher Batty March 11, 2014

UNIT II CONVECTION HEAT TRANSFER

Sand Ripple Dynamics on the Inner Shelf

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

Turbulence Modeling I!

Fluid Dynamics: Theory, Computation, and Numerical Simulation Second Edition

APPLIED FLUID DYNAMICS HANDBOOK

Power Law Correlations for Lift from Direct Numerical Simulation of Solid-Liquid Flow

FOUR-WAY COUPLED SIMULATIONS OF TURBULENT

Basic concepts in viscous flow

Boundary-Layer Theory

INTERACTION OF AN AIR-BUBBLE DISPERSED PHASE WITH AN INITIALLY ISOTROPIC TURBULENT FLOW FIELD

l Every object in a state of uniform motion tends to remain in that state of motion unless an

Fundamentals of Fluid Dynamics: Elementary Viscous Flow

(Refer Slide Time: 2:14)

Transcription:

DIRECT NUMERICAL SIMULATION OF LIQUID- SOLID FLOW http://www.aem.umn.edu/solid-liquid_flows Sponsored by NSF-Grand Challenge Grant Fluid Mechanics & CFD Computer Scientists D.D. Joseph Y. Saad R. Glowinski A. Sameh H. Hu G. Golub P. Singh A. Wathen T.W. Pan V. Sarin P.Y. Huang M. Knepley N. Patankar H.G. Choi T. Hesla M.Y. Zhu Industrial partners: Schlumberger, Dowell- Schlumberger, Shell-Houston, Stimlab, Intevep S.A. The marriage of CFD & CS is very desirable for the future of DNS but it is difficult to achieve.

METHODS FOR STUDYING MULTIPHASE PROCESSES Experiments Analysis (mathematical models) Numerical simulation (computers) Experiments and analysis are traditional methods used for hundreds of years without the help of big computers. They are the basis of science and engineering. We understand well the uses of traditional methods. Traditional methods are as useful today and into the future as they ever were. Computers are always being used in new ways. We donõt yet understand what the future of computations may hold. The horizons are not in view; this is a good environment for visionary research.

DIRECT NUMERICAL SIMULATION (DNS) Solves the dynamic problem of the motion of particles in a fluid exactly (in principle). The particles are moved by Newton s laws under the action of hydrodynamic forces computed from the numerical solution of the fluid equations (Navier-Stokes equations for water, etc.)

Since DNS does not use approximations it can be the STANDARD OF EXCELLENCE for approximate methods like { DNS for turbulence LNS Lagrangian numerical simulation LB Lattice Boltzmann MIXTURE THEORY in which the forces on particles are modeled rather than computed. Approximate theories should be validated against DNS.

NUMERICAL PACKAGES FOR MOVING PARTICLES IN DIRECT SIMULATION (1) Package based on moving unstructured grids is presently a monopoly; it is the only package which can move particles in a viscoelastic fluid in DNS.

(2) Package based on fixed grids in which particles are represented by a field of Lagrange multipliers λ(x,t) Ω (fluid) Γ (particle) ρ du = p+ µ 2u+ f dt div u = 0 f = 0 in fluid Ω f = 2 λ - λ in Γ together with constraint uê= U + ω r in Γ λ (x,t) guarantees that the fluid moves rigidly in Γ

APPLICATIONS OF DNS

(a) (b) (c) (d) 50 y d=1 cm Fluid (n=1.0) Particles 40 30 20 10 Velocity Profile U (cm/s) 0 0 2 4 6 8 10 Y (cm) 100 y d=1 cm 80 Fluid (n=0.5) Particles 60 40 20 Velocity Profile U (cm/s) 0 0 2 4 6 8 10 Y (cm) y 0.7 d=1 cm 0.6 0.5 0.4 0.3 Fluid (n=1.0) 0.2 Particles 0.1 Velocity Profile U (cm/s) 0 0 2 4 6 8 10 Y (cm) y 0.7 d=1 cm 0.6 0.5 0.4 0.3 Fluid (n=0.5) Particles 0.2 0.1 Velocity Profile U (cm/s) 0 0 2 4 Y (cm) 6 8 10 x x x x Migration of neutrally bouyant particles in pressure driven flow by DNS. You can isolate and study effects by switching physics on and off in the simulations that you could not do in experiments. (a) Newtonian, (b) Generalized Newtonian with shear thinning index n = 0.5, (c) viscoelastic, (d) viscoelastic with shear thinning.

(a) SURROGATE FOR EXPERIMENTS, BED EXPANSION OF A FLUIDIZED BED 0.5 Fluidized bed Height (H-H o )/H o 0.4 0.3 0.2 0.1 U=2.0 U=1.5 U=1.0 U=0.75 0 U=0.5 U=0.42 U=0.35 U=0.25-0.1 0 1 2 3 4 5 6 7 time (sec.) (b) U = 1.0 cm/s

UNDERSTANDING MICROSTRUCTURE There is a microstructure which is induced by the fluid dynamics of falling bodies and is governed by very simple principles. Long bodies are stable across the stream in Newtonian fluids, but along the stream in non-newtonian fluids. Spherical particles form arrays across the stream in Newtonian fluids and along the stream in non-newtonian fluids. The Mechanisms which determine the microstructure of falling sphereical bodies are wakes and, surprisingly, the turning couples on long bodies, like cylinders or flat plates. The pressures in a Newtonian fluid are greatest near a stagnation point on the body where the flow is slow. There are pressure in a non-newtonian fluid due to normal stresses, which don t exist in Newtonian fluids, and these pressures are greatest at points on the body where the flow is fast. The flow microstructures which develop in Newtonian and non- Newtonian fluids are maximally different because the underlying pressures which act on the body are greatest at opposite places on the body.

Cylinders falling in a Newtonian fluid turn their long axis perpendicular to the fall. An airplane will stall or a sailing ship will turn its broadside across the wind if not controlled.

Cylinders falling in a Viscoelastic fluid turn their long axis parallel to the flow, the exact opposite of a Newtonian fluid. An airship in a viscoelastic fluid would not stall and it would not fly.

Spheres in Newtonian Fluids Spheres fluidized in glycerin draft, kiss and tumble. They tumble because kissing spheres are a long body which is unstable when its long axis is parallel to the stream. The forces in a Newtonian fluid are dispersive; the tumbling spheres are pushed apart. Spherical Particles Form Arrays In Newtonian Fluids Fourteen spheres line up in a stable array across the stream as if they were a long body.

Spheres in Non-Newtonian Fluids (Above) Spheres falling in 2% polyox in 98% water draft, kiss and chain. They chain because the forces in a viscoelastic fluid are aggregative. Chained spheres are a long body which is stable with its long axis vertical. The chained spheres turn just like the solid cylinder. Reversing time, we see that chaining, kissing and drafting are like drafting, kissing and tumbling. (Left) Spheres are falling with their long axis vertical and along the stream, stable and permanently chained.

Spherical Particles in Newtonian Fluids Form Like Birds in Flight When 22<Re<43, the spheres do not draft, kiss and tumble. Three and four of them form a permanent nested wake structure in which each successive sphere is nested in the wake of the one before and it rotates in a shear field there. This reminds us of the formation of birds in flight.

g FLUIDIZED RAFT PERPENDICULAR TO U A raft was constructed by gluing long cylinders. It turns broadside on and collects particles in its wake, like debris behind a truck.

TWO PHASE FLOW MODELS (MIXTURE THEORY, LNS) DO NOT PREDICT: Long bodies stable broad side on Drafting, Kissing, and Tumbling Across the stream arrays of spheres Nested wake structure, ÒFlying BirdsÓ Doublets, Triplets, Quadruplets Fluidized Raft, Wake Aggregates TWO PHASE FLOW MODELS FOR VISCOELASTIC FLUIDS ESSENTIALLY DO NOT EXIST We get ideas and test ideas about modeling the interaction of forces needed for LNS and mixture theories from DNS.

SAND TRANSPORT IN FRACTURED RESERVOIRS In a slot problem a particle laden (say 20% solids) fluid is driven by a pressure gradient and the particles settle to the bottom as they are dragged forward. Sand deposits on the bottom of the slot; a mound of sand develops and grows until the gap between the top of the slot and the mound of sand reaches an equilibrium value; this value is associated with a critical velocity. The physical processes here are settling and washout.washout could be by sliding and slipping; however, a more efficient transport mechanism is by advection after resuspension which we studied by direct simulation. Microstructural properties important for advection after resuspension include: Lift-off Lift force minus weight Equilibrium height Slip velocities

LIFT OFF or RESUSPENSION A particle rests on a wall under a gravity. A Poiseuille flow is started. The particle slides and rolls on the bottom. At a certain speed or Reynolds number the particle lifts off and rises to an equilibrium height h where it is in balance under weight and lift as it moves forward and rotates. We computed these things using DNS. e ρ /ρ p f 1.001 1.01 1.4 Lift off Re 0.33 2.83 25

SLIP VELOCITY OF A PARTICLE he Ω p γ Velocity profile without particle V p Richardson-Zaki correlations { V f -V p = V o f (c) Slip velocity function of the for a single concentration of particle solids V (V p, V f ) = particle velocity, fluid velocity V f -V p = slip velocity - Ω p = angular slip velocity γ2 f V and f (c) can be determined by experiments or DNS

LIMITATIONS OF DNS These simulations complement and compete with experiments. Experiments tell the truth in all detail. The simulations, though potentially exact, have limitations of various kinds. Number of particles. Simulations of flows of hundreds of spheres in 2D and thousands in 3D have been achieved. We are hoping to move 100,000 particles in 2D and thousands in 3D Collisions. It is not possible to simulate the motion of even a moderately dense suspension of particles without a strategy to handle cases in which particles touch. Four strategies have been proposed and they work but they keep the particles farther apart than they ought to be, resulting in too high void fraction. An optimal strategy for collisions is an important and difficult challenge for DNS.

Turbulence. No one has yet figured out how to do DNS when particles are in the fluid. Viscoelastic fluids. Even without particles these simulations canõt be carried out at the high Weissenberg numbers frequently encountered in applications. SINCE THE HORIZONS FOR DNS OF MULTIPHASE FLOW ARE NOT IN VIEW, WE CAN STRIVE TO ELIMINATE THESE LIMITATIONS ONE BY ONE.