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Chapter 4: Fluid Kinematics Fundamentals of Fluid Mechanics Department of Hydraulic Engineering - School of Civil Engineering - Shandong University - 200 7

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Page 1: Chapter 4: Fluid KinematicsFluid Kinematics Fundamentals of Fluid Mechanics Department of Hydraulic Engineering - School of Civil Engineering - Shandong

Chapter 4: Fluid Kinematics

Fundamentals of Fluid Mechanics

Department of Hydraulic Engineering - School of Civil Engineering - Shandong University - 2007

Page 2: Chapter 4: Fluid KinematicsFluid Kinematics Fundamentals of Fluid Mechanics Department of Hydraulic Engineering - School of Civil Engineering - Shandong

Chapter 4: Fluid KinematicsFundamentals of Fluid Mechanics 2

Overview

Fluid Kinematics deals with the motion of fluids without necessarily considering the forces and moments which create the motion.

Items discussed in this Chapter. Material derivative and its relationship to Lagrangian and Eulerian descriptions of fluid flow.

Flow visualization.

Plotting flow data.

Fundamental kinematic properties of fluid motion and deformation.

Reynolds Transport Theorem

Page 3: Chapter 4: Fluid KinematicsFluid Kinematics Fundamentals of Fluid Mechanics Department of Hydraulic Engineering - School of Civil Engineering - Shandong

Chapter 4: Fluid KinematicsFundamentals of Fluid Mechanics 3

Lagrangian Description

Two ways to describe motion are Lagrangian and Eulerian descriptionLagrangian description of fluid flow tracks the position and velocity of individual particles. (eg. Brilliard ball on a pooltable.)Motion is described based upon Newton's laws. Difficult to use for practical flow analysis.

Fluids are composed of billions of molecules.Interaction between molecules hard to describe/model.

However, useful for specialized applicationsSprays, particles, bubble dynamics, rarefied gases.Coupled Eulerian-Lagrangian methods.

Named after Italian mathematician Joseph Louis Lagrange (1736-1813).

Page 4: Chapter 4: Fluid KinematicsFluid Kinematics Fundamentals of Fluid Mechanics Department of Hydraulic Engineering - School of Civil Engineering - Shandong

Chapter 4: Fluid KinematicsFundamentals of Fluid Mechanics 4

Eulerian Description

Eulerian description of fluid flow: a flow domain or control volume is defined by which fluid flows in and out.We define field variables which are functions of space and time.

Pressure field, P=P(x,y,z,t)

Velocity field,

Acceleration field,

These (and other) field variables define the flow field.Well suited for formulation of initial boundary-value problems (PDE's).Named after Swiss mathematician Leonhard Euler (1707-1783).

, , , , , , , , ,V u x y z t i v x y z t j w x y z t k

, , , , , , , , ,x y za a x y z t i a x y z t j a x y z t k

, , ,a a x y z t

, , ,V V x y z t

Page 5: Chapter 4: Fluid KinematicsFluid Kinematics Fundamentals of Fluid Mechanics Department of Hydraulic Engineering - School of Civil Engineering - Shandong

Chapter 4: Fluid KinematicsFundamentals of Fluid Mechanics 5

Example: Coupled Eulerian-Lagrangian Method

Global Environmental MEMS Sensors (GEMS)

Simulation of micron-scale airborne probes. The probe positions are tracked using a Lagrangian particle model embedded within a flow field computed using an Eulerian CFD code.

http://www.ensco.com/products/atmospheric/gem/gem_ovr.htm

Page 6: Chapter 4: Fluid KinematicsFluid Kinematics Fundamentals of Fluid Mechanics Department of Hydraulic Engineering - School of Civil Engineering - Shandong

Chapter 4: Fluid KinematicsFundamentals of Fluid Mechanics 6

Example: Coupled Eulerian-Lagrangian Method

Forensic analysis of Columbia accident: simulation of shuttle debris trajectory using Eulerian CFD for flow field and Lagrangian method for the debris.

Page 7: Chapter 4: Fluid KinematicsFluid Kinematics Fundamentals of Fluid Mechanics Department of Hydraulic Engineering - School of Civil Engineering - Shandong

Chapter 4: Fluid KinematicsFundamentals of Fluid Mechanics 7

EXAMPLEL A: A Steady Two-Dimensional Velocity Field

A steady, incompressible, two-dimensional velocity field is given by

A stagnation point is defined as a point in the flow field where the velocity is identically zero. (a) Determine if there are any stagnation points in this flow field and, if so, where? (b) Sketch velocity vectors at several locations in the domain between x = - 2 m to 2 m and y = 0 m to 5 m; qualitatively describe the flow field.

Page 8: Chapter 4: Fluid KinematicsFluid Kinematics Fundamentals of Fluid Mechanics Department of Hydraulic Engineering - School of Civil Engineering - Shandong

Chapter 4: Fluid KinematicsFundamentals of Fluid Mechanics 8

Acceleration Field

Consider a fluid particle and Newton's second law,

The acceleration of the particle is the time derivative of the particle's velocity.

However, particle velocity at a point at any instant in time t is the same as the fluid velocity,

To take the time derivative of, chain rule must be used.

particle particle particleF m a

particleparticle

dVa

dt

, ,particle particle particle particleV V x t y t z t

particle particle particleparticle

dx dy dzV dt V V Va

t dt x dt y dt z dt

,t)

Page 9: Chapter 4: Fluid KinematicsFluid Kinematics Fundamentals of Fluid Mechanics Department of Hydraulic Engineering - School of Civil Engineering - Shandong

Chapter 4: Fluid KinematicsFundamentals of Fluid Mechanics 9

Acceleration Field

Since

In vector form, the acceleration can be written as

First term is called the local acceleration and is nonzero only for unsteady flows.Second term is called the advective acceleration and accounts for the effect of the fluid particle moving to a new location in the flow, where the velocity is different.

particle

V V V Va u v w

t x y z

, ,particle particle particledx dy dzu v w

dt dt dt

Where is the partial derivative operator and d is the total derivative operator.

, , ,dV V

a x y z t V Vdt t

Page 10: Chapter 4: Fluid KinematicsFluid Kinematics Fundamentals of Fluid Mechanics Department of Hydraulic Engineering - School of Civil Engineering - Shandong

Chapter 4: Fluid KinematicsFundamentals of Fluid Mechanics 10

EXAMPLE: Acceleration of a Fluid Particle through a Nozzle

Nadeen is washing her car, using a nozzle. The nozzle is 3.90 in (0.325 ft) long, with an inlet diameter of 0.420 in (0.0350 ft) and an outlet diameter of 0.182 in. The volume flow rate through the garden hose (and through the nozzle) is 0.841 gal/min (0.00187 ft3/s), and the flow is steady. Estimate the magnitude of the acceleration of a fluid particle moving down the centerline of the nozzle.

How to apply this equation to the problem,

particle

V V V Va u v w

t x y z

Page 11: Chapter 4: Fluid KinematicsFluid Kinematics Fundamentals of Fluid Mechanics Department of Hydraulic Engineering - School of Civil Engineering - Shandong

Chapter 4: Fluid KinematicsFundamentals of Fluid Mechanics 11

Material Derivative

The total derivative operator d/dt is call the material derivative and is often given special notation, D/Dt.

Advective acceleration is nonlinear: source of many phenomenon and primary challenge in solving fluid flow problems.Provides ``transformation'' between Lagrangian and Eulerian frames.Other names for the material derivative include: total, particle, Lagrangian, Eulerian, and substantial derivative.

DV dV VV V

Dt dt t

Page 12: Chapter 4: Fluid KinematicsFluid Kinematics Fundamentals of Fluid Mechanics Department of Hydraulic Engineering - School of Civil Engineering - Shandong

Chapter 4: Fluid KinematicsFundamentals of Fluid Mechanics 12

EXAMPLE B: Material Acceleration of a Steady Velocity Field

Consider the same velocity field of Example A. (a) Calculate the material acceleration at the point (x = 2 m, y = 3 m). (b) Sketch the material acceleration vectors at the same array of x- and y values as in Example A.

Page 13: Chapter 4: Fluid KinematicsFluid Kinematics Fundamentals of Fluid Mechanics Department of Hydraulic Engineering - School of Civil Engineering - Shandong

Chapter 4: Fluid KinematicsFundamentals of Fluid Mechanics 13

Flow Visualization

Flow visualization is the visual examination of flow-field features.Important for both physical experiments and numerical (CFD) solutions.Numerous methods

Streamlines and streamtubesPathlinesStreaklinesTimelinesRefractive techniquesSurface flow techniques

While quantitative study of fluid dynamics requires advanced mathematics, much can be learned from flow visualization

Page 14: Chapter 4: Fluid KinematicsFluid Kinematics Fundamentals of Fluid Mechanics Department of Hydraulic Engineering - School of Civil Engineering - Shandong

Chapter 4: Fluid KinematicsFundamentals of Fluid Mechanics 14

Streamlines

A Streamline is a curve that is everywhere tangent to the instantaneous local velocity vector.

Consider an arc length

must be parallel to the local velocity vector

Geometric arguments results in the equation for a streamline

dr dxi dyj dzk

dr

V ui vj wk

dr dx dy dz

V u v w

Page 15: Chapter 4: Fluid KinematicsFluid Kinematics Fundamentals of Fluid Mechanics Department of Hydraulic Engineering - School of Civil Engineering - Shandong

Chapter 4: Fluid KinematicsFundamentals of Fluid Mechanics 15

EXAMPLE C: Streamlines in the xy Plane—An Analytical Solution

For the same velocity field of Example A, plot several streamlines in the right half of the flow (x > 0) and compare to the velocity vectors.

where C is a constant of integration that can be set to various values in order to plot the streamlines.

Page 16: Chapter 4: Fluid KinematicsFluid Kinematics Fundamentals of Fluid Mechanics Department of Hydraulic Engineering - School of Civil Engineering - Shandong

Chapter 4: Fluid KinematicsFundamentals of Fluid Mechanics 16

Streamlines

NASCAR surface pressure contours and streamlines

Airplane surface pressure contours, volume streamlines, and surface streamlines

Page 17: Chapter 4: Fluid KinematicsFluid Kinematics Fundamentals of Fluid Mechanics Department of Hydraulic Engineering - School of Civil Engineering - Shandong

Chapter 4: Fluid KinematicsFundamentals of Fluid Mechanics 17

Streamtube

A streamtube consists of a bundle of streamlines (Both are instantaneous quantities). Fluid within a streamtube must remain there and cannot cross the boundary of the streamtube.In an unsteady flow, the streamline pattern may change significantly with time. the mass flow rate passing through any cross-sectional slice of a given streamtube must remain the same.

Page 18: Chapter 4: Fluid KinematicsFluid Kinematics Fundamentals of Fluid Mechanics Department of Hydraulic Engineering - School of Civil Engineering - Shandong

Chapter 4: Fluid KinematicsFundamentals of Fluid Mechanics 18

Pathlines

A Pathline is the actual path traveled by an individual fluid particle over some time period.

Same as the fluid particle's material position vector

Particle location at time t:

, ,particle particle particlex t y t z t

start

t

start

t

x x Vdt

Page 19: Chapter 4: Fluid KinematicsFluid Kinematics Fundamentals of Fluid Mechanics Department of Hydraulic Engineering - School of Civil Engineering - Shandong

Chapter 4: Fluid KinematicsFundamentals of Fluid Mechanics 19

Pathlines

A modern experimental technique called particle image velocimetry (PIV) utilizes (tracer) particle pathlines to measure the velocity field over an entire plane in a flow (Adrian, 1991).

Page 20: Chapter 4: Fluid KinematicsFluid Kinematics Fundamentals of Fluid Mechanics Department of Hydraulic Engineering - School of Civil Engineering - Shandong

Chapter 4: Fluid KinematicsFundamentals of Fluid Mechanics 20

Pathlines

Flow over a cylinder

Top View Side View

Page 21: Chapter 4: Fluid KinematicsFluid Kinematics Fundamentals of Fluid Mechanics Department of Hydraulic Engineering - School of Civil Engineering - Shandong

Chapter 4: Fluid KinematicsFundamentals of Fluid Mechanics 21

Streaklines

A Streakline is the locus of fluid particles that have passed sequentially through a prescribed point in the flow.

Easy to generate in experiments: dye in a water flow, or smoke in an airflow.

Page 22: Chapter 4: Fluid KinematicsFluid Kinematics Fundamentals of Fluid Mechanics Department of Hydraulic Engineering - School of Civil Engineering - Shandong

Chapter 4: Fluid KinematicsFundamentals of Fluid Mechanics 22

Streaklines

Page 23: Chapter 4: Fluid KinematicsFluid Kinematics Fundamentals of Fluid Mechanics Department of Hydraulic Engineering - School of Civil Engineering - Shandong

Chapter 4: Fluid KinematicsFundamentals of Fluid Mechanics 23

Streaklines

Cylinder

x/D

A smoke wire with mineral oil was heated to generate a rake of Streaklines

Karman Vortex street

Page 24: Chapter 4: Fluid KinematicsFluid Kinematics Fundamentals of Fluid Mechanics Department of Hydraulic Engineering - School of Civil Engineering - Shandong

Chapter 4: Fluid KinematicsFundamentals of Fluid Mechanics 24

Comparisons

For steady flow, streamlines, pathlines, and streaklines are identical.

For unsteady flow, they can be very different. Streamlines are an instantaneous picture of the flow field

Pathlines and Streaklines are flow patterns that have a time history associated with them.

Streakline: instantaneous snapshot of a time-integrated flow pattern.

Pathline: time-exposed flow path of an individual particle.

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Chapter 4: Fluid KinematicsFundamentals of Fluid Mechanics 25

Comparisons

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Chapter 4: Fluid KinematicsFundamentals of Fluid Mechanics 26

Timelines

A Timeline is a set of adjacent fluid particles that were marked at the same (earlier) instant in time.

Timelines can be generated using a hydrogen bubble wire.

Page 27: Chapter 4: Fluid KinematicsFluid Kinematics Fundamentals of Fluid Mechanics Department of Hydraulic Engineering - School of Civil Engineering - Shandong

Chapter 4: Fluid KinematicsFundamentals of Fluid Mechanics 27

Timelines

Timelines produced by a hydrogen bubble wire are used to visualize the boundary layer velocity profile shape.

Page 28: Chapter 4: Fluid KinematicsFluid Kinematics Fundamentals of Fluid Mechanics Department of Hydraulic Engineering - School of Civil Engineering - Shandong

Chapter 4: Fluid KinematicsFundamentals of Fluid Mechanics 28

Refractive Flow Visualization Techniques

Based on the refractive property of light waves in fluids with different index of refraction, one can visualize the flow field: shadowgraph technique and schlieren technique.

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Chapter 4: Fluid KinematicsFundamentals of Fluid Mechanics 29

Plots of Flow Data

Flow data are the presentation of the flow properties varying in time and/or space.A Profile plot indicates how the value of a scalar property varies along some desired direction in the flow field.A Vector plot is an array of arrows indicating the magnitude and direction of a vector property at an instant in time.A Contour plot shows curves of constant values of a scalar property for the magnitude of a vector property at an instant in time.

Page 30: Chapter 4: Fluid KinematicsFluid Kinematics Fundamentals of Fluid Mechanics Department of Hydraulic Engineering - School of Civil Engineering - Shandong

Chapter 4: Fluid KinematicsFundamentals of Fluid Mechanics 30

Profile plot

Profile plots of the horizontal component of velocity as a function of vertical distance; flow in the boundary layer growing along a horizontal flat plate.

Page 31: Chapter 4: Fluid KinematicsFluid Kinematics Fundamentals of Fluid Mechanics Department of Hydraulic Engineering - School of Civil Engineering - Shandong

Chapter 4: Fluid KinematicsFundamentals of Fluid Mechanics 31

Vector plot

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Chapter 4: Fluid KinematicsFundamentals of Fluid Mechanics 32

Contour plot

Contour plots of the pressure field due to flow impinging on a block.