dr. r. nagarajan professor dept of chemical engineering iit madras
DESCRIPTION
Advanced Transport Phenomena Module 4 - Lecture 15. Momentum Transport: Steady Laminar Flow. Dr. R. Nagarajan Professor Dept of Chemical Engineering IIT Madras. STEADY LAMINAR FLOW OF INCOMPRESSIBLE NEWTONIAN FLUID. PDEs governing steady velocity & pressure fields: - PowerPoint PPT PresentationTRANSCRIPT
Dr. R. Nagarajan
Professor
Dept of Chemical Engineering
IIT Madras
Advanced Transport PhenomenaModule 4 - Lecture 15
Momentum Transport: Steady Laminar Flow
PDEs governing steady velocity & pressure fields:
(Navier-Stokes)
and
(Mass Conservation)
“No-slip” condition at stationary solid boundaries:
at fixed solid boundaries
1p v div
v.grad v grad grad v g
0div v
0v
STEADY LAMINAR FLOW OF INCOMPRESSIBLE NEWTONIAN FLUID
Special cases:
Fully-developed steady axial flow in a straight duct of
constant, circular cross-section (Poiseuille)
2D steady flow at high Re-number past a thin flat plate
aligned with stream (Prandtl, Blasius)
STEADY LAMINAR FLOW OF INCOMPRESSIBLE NEWTONIAN FLUID
FLOW IN A STRAIGHT DUCT OF CIRCULAR CROSS-SECTION
Cylindrical polar-coordinate system for the analysis of viscous flow in a straightcircular duct of constant cross section
Wall coordinate: r = constant = aw (duct radius)
Fully developed => sufficiently far downstream of
duct inlet that fluid velocity field is no longer a
function of axial coordinate z
From symmetry, absence of swirl:
0 ( 0 )wv everywhere not just at r and r a
FLOW IN A STRAIGHT DUCT OF CIRCULAR CROSS-SECTION
Conservation of mass ( = constant):
vz independent of z implies:
PDEs required to find vz( r), p(r,z)
Provided by radial & axial components of linear-
momentum conservation (N-S) equations:
1 10r zrv v v
r r r z
0 ( , 0 )r wv everywhere not just at r and a
FLOW IN A STRAIGHT DUCT OF CIRCULAR CROSS-SECTION
Pressure is a function of z alone, and if
p = p(z) and vz= vz( r), then:
i.e., a function of z alone (LHS) equals a function of r alone
(RHS)
Possible only if LHS & RHS equal the same constant, say C1
0p
r
1 10 z
z
vpv r g
z r r r
1 1 zz
vpg v r
z r r r
FLOW IN A STRAIGHT DUCT OF CIRCULAR CROSS-SECTION
Hence:
New pressure variable P defined such that:
and
, hence P varies linearly with z as:
1
1z
dpg C
dz
1
1 zdvdv r C
r dr dr
zP p g z
)P(z+ z) P(z C z
FLOW IN A STRAIGHT DUCT OF CIRCULAR CROSS-SECTION
( / ) /1C dP dz
Integrating the 2nd order ODE for vz twice:
Since vz is finite when r = 0, C3 = 0
Since vz = 0 when
Hence, shape of velocity profile is parabolic:
21
2 3.ln4z
C rv C C r
v
22
1 . 14
wz
w
C a rv r
v a
FLOW IN A STRAIGHT DUCT OF CIRCULAR CROSS-SECTION
22 1, / 4w wr a C C a v
Since is a negative constant- i.e., non-
hydrostatic pressure drops linearly along duct:
and
FLOW IN A STRAIGHT DUCT OF CIRCULAR CROSS-SECTION
221
( ) . . . 14
w
zw
aP rv r
z a
10,w zr a and v C
1
1.
PC
z
Total Flow Rate:
Sum of all contributions through annular rings
each of area
Substituting for vz(r) & integrating yields:
0
2wa
zm v r r dr
FLOW IN A STRAIGHT DUCT OF CIRCULAR CROSS-SECTION
2zv r dr
2 r dr
(Hagen – Poiseuille Law– relates axial pressure drop to
mass flow rate)
Basis for “capillary-tube flowmeter” for fluids of
known Newtonian viscosity
Conversely, to experimentally determine fluid
viscosity
4
.8
wa Pm
v z
FLOW IN A STRAIGHT DUCT OF CIRCULAR CROSS-SECTION
Total Flow Rate:
Average velocity, U, is defined by:
Then:
i.e., maximum (centerline) velocity is twice the average
value, hence:
2wU a m
2
2
/1 1. 0 . .2 8
wz
w
maP
U va z
2
( ) 2 1zw
rv r U
a
FLOW IN A STRAIGHT DUCT OF CIRCULAR CROSS-SECTION
Wall friction coefficient (non-dimensional):
w wall shear stress
Cf dimensionless coef (also called f Fanning friction factor)
Direct method of calculation:
and
212
wfC
U
z rrz
v v
r z
2
| 2 (1w
w
w rz r aw
r a
d rU
dr a
FLOW IN A STRAIGHT DUCT OF CIRCULAR CROSS-SECTION
Wall friction coefficient (non-dimensional):
Hence:
equivalent to:
Holds for all Newtonian fluids
Flows stable only up to Re ≈ 2100
8w
w
U
d
16 / RefC
FLOW IN A STRAIGHT DUCT OF CIRCULAR CROSS-SECTION
Re /wUd v
Wall friction coefficient (non-dimensional):
Experimental and theoretical friction coefficients for incompressible Newtonianfluid flow in straight smooth-walled circular duct of constant cross section
FLOW IN A STRAIGHT DUCT OF CIRCULAR CROSS-SECTION
Wall friction coefficient (non-dimensional):
Same result can be obtained from overall linear-
momentum balance on macroscopic control volume A
z:
Axial force balance (for fully-developed flow where
axial velocity is constant with z):
Solving for w and introducing definition of P:
Net outflow rate ofNet force on fluid
axial momentum
0 | | 2z z z z w wpA pA g A z a z
.2w
w
a P
z
FLOW IN A STRAIGHT DUCT OF CIRCULAR CROSS-SECTION
Wall friction coefficient (non-dimensional):
Configuration and notation: steady flow of an incompressible Newtonian fluidIn a straight circular duct of constant cross section
FLOW IN A STRAIGHT DUCT OF CIRCULAR CROSS-SECTION
Wall friction coefficient (non-dimensional):
Above Re = 2100, experimentally-measured friction
coefficients much higher than laminar-flow predictions
Order of magnitude for Re > 20000
Due to transition to turbulence within duct
Causes Newtonian fluid to behave as if non-Newtonian
Augments transport of axial momentum to duct wall
FLOW IN A STRAIGHT DUCT OF CIRCULAR CROSS-SECTION
In fully-developed turbulent regime (Blasius):
Cf varies as Re-1/4 for duct with smooth walls
Cf sensitive to roughness of inner wall, nearly
independent of Re
FLOW IN A STRAIGHT DUCT OF CIRCULAR CROSS-SECTION
7/4,w p vary as U
2,w p vary as U
Wall friction coefficient (non-dimensional):Effective eddy momentum diffusivity
Can be estimated from time-averaged velocity profile
& Cf measurements
Hence, heat & mass transfer coefficients may be
estimated (by analogy)
For fully-turbulent flow, perimeter-average skin friction
& pressure drop can be estimated even for non-
circular ducts by defining an “effective diameter”:
FLOW IN A STRAIGHT DUCT OF CIRCULAR CROSS-SECTION
/t tv
where P wetted perimeter
Not a valid approximation for laminar duct flow
4,eff
Ad
P
FLOW IN A STRAIGHT DUCT OF CIRCULAR CROSS-SECTION
Circular jet discharging into a quiescent fluid
Sufficiently far from jet orifice, a fully-turbulent round
jet has all properties of a laminar round jet, but ,
intrinsic kinematic viscosity of fluid
jet axial-momentum flow rate Constant across any plane perpendicular to jet axis
STEADY TURBULENT FLOWS: JETS
1
2
0.0161t
Jv
tv v
J
Laminar round jet of incompressible Newtonian fluid: Far-
Field
Schlichting BL approximation
PDE’s governing mass & axial momentum conservation
in r, , z coordinates admit exact solutions by method of
“combination of variables”, i.e., dependent variables
are uniquely determined by the single independent variable:
STEADY TURBULENT FLOWS: DISCHARGING JETS
11 1/2
/ /.z r
J Ju v and v v
vz vz
1/21/2 /3, .
16
J rr z
v z
Streamline pattern and axial velocity profiles in the far-field of a laminar (Newtonian) or fully turbulent unconfined rounded jet (adapted from Schlichting (1968))
STEADY TURBULENT FLOWS: DISCHARGING JETS
Total mass-flow rate past any station z far from jet mouth
yielding
i.e., mass flow in the jet increases with downstream distance
By entraining ambient fluid while being decelerated (by
radial diffusion of initial axial momentum)
223
18 4
u
0
( ) ( , ). 2zm z v r z r dr
8m
vz
STEADY TURBULENT FLOWS: DISCHARGING JETS
Near-field behavior:
z/dj ≤ 10
Detailed nozzle shape important
“potential core”: within, jet profiles unaltered by
peripheral & downstream momentum diffusion processes
Swirling jets:
Tangential swirl affects momentum diffusion &
entrainment rates
Predicting flow structure huge challenge for any
turbulence model
TURBULENT JET MIXING
Additional parameters:
Initially non-uniform density, viscous dissipation,
chemical heat release, presence of a dispersed phase,
etc.
Add complexity; far-field behavior can be simplified
TURBULENT JET MIXING