Laminar Flow Friction and Heat Transfer in Non- Circular Ducts and Channels Part I-
Hydrodynamic Problem
Y.S. Muzychka and M.M. Yovanovich
Compact Heat Exchangers
A Festschrift on the 60 th Birthday of Ramesh K. Shah
Grenoble, France August 24, 2002
Proceedings Editors
G.P. Celata, B. Thonon, A. Bontemps, S. Kandlikar
Pages 123-130
IN NON-CIRCULAR DUCTS AND CHANNELS
PART I - HYDRODYNAMIC PROBLEM
Y.S.Muzychka
and M.M.Yovanovich Æ
FacultyofEngineeringandAppliedScience,MemorialUniversityofNewfoundland,St. John's,
NF,Canada,A1B3X5, Æ
DepartmentofMechanicalEngineering,UniversityofWaterloo,
Waterloo,ON,Canada,N2L3G1
ABSTRACT
Adetailedreviewandanalysisofthehydrodynamiccharacteristicsoflaminardevelopingandfullydevelopedowinnon-
circularductsispresented. NewmodelsareproposedwhichsimplifythepredictionofthefrictionfactorReynoldsproduct
fR efordevelopingandfullydevelopedowinmostnon-circularductgeometriesfoundinheatexchangerapplications. By
meansofscalinganalysisitisshownthatcompleteproblemmaybeeasilyanalyzedbycombiningtheasymptoticresultsfor
theshortandlongduct. Throughtheintroductionofanewcharacteristic lengthscale,thesquarerootofcross-sectional
area, the eectofduct shapehas beenminimized. The newmodelhasanaccuracyof 10percent or betterfor most
commonductshapes. Bothsinglyanddoublyconnectedductsareconsidered.
NOMENCLATURE
A = owarea,m
2
a;b = majorandminor axesof ellipseorrectangle,m
C
1
;C
2
= constants
c = lineardimension,m
D = diameterofcircularduct,m
D
h
= hydraulicdiameter,4A=P
E() = completeellipticintegralofthesecondkind
e = eccentricity,m
e
= dimensionlesseccentricity,e=(r
o r
i )
f = frictionfactor=(
1
2 U
2
)
K = incremental pressuredropfactor
L = ductlength,m
L +
= dimensionlessductlength,L=LR e
L
N = numberofsidesofapolygon
n = correlationparameter
P = perimeter, m
p = pressure,N=m 2
r = radius,m
r
= dimensionlessradiusratio,r
i
=r
o
R e
L
= Reynoldsnumber,UL=
~
V = velocityvector,m=s
u;v;w = velocitycomponents,m=s
U = averagevelocity,m=s
x;y;z = cartesiancoordinates,m
Greek Symbols
Æ = boundarylayerthickness,m
= aspectratio,b=a
= halfangle, rad
= dynamicviscosity,Ns=m 2
= uiddensity,kg=m 3
= wallshearstress, N=m 2
Subscripts
p
A = baseduponthesquarerootofowarea
c = core
D
h
= baseduponthehydraulicdiameter
h = hydrodynamic
i = inner
L = baseduponthearbitrarylengthL
o = outer
1 = fullydevelopedlimit
Superscripts
C = circle
E = ellipse
P = polygon
R = rectangle
INTRODUCTION
Laminar ow uid friction and heat transfer in non-
circularductsoccursquitefrequentlyinlowReynoldsnum-
berowheatexchangerssuchascompactheatexchangers.
Itisnowalsooccurringmorefrequentlyinelectroniccooling
applicationsasaresultoftheminiaturizationofpackaging
technologies. Whiletraditionalapproachesrelyheavilyon
the use of tabulated and/or graphicaldata, theability to
designthermalsystemsusing robustmodelsismuch more
desirable. Most modern uid dynamics and heat transfer
texts rarely present correlations ormodels for more com-
plexgeometrieswhichappearinmanyengineeringsystems.
Rather,asubsetofdataformiscellaneousgeometriesisusu-
allypresentedafterdetaileddiscussionandanalysisofsim-
ple geometriessuch asthe circularductand parallel plate
channel.
Intherstpartofthispaper,thehydrodynamicprob-
lem is considered in detail, andanew model is developed
forpredictingthefrictionfactorReynoldsnumberproduct
for developing laminar ow in non-circular ducts. In the
second partofthis paper,theassociated thermalproblem
is considered,and new models are developed forthe both
binedentranceproblem.
Laminarfullydevelopeduidowinnon-circularducts
ofconstantcross-sectionalarearesultswhentheductlength
issuÆciently greater thanthe entrancelength, L >>L
h ,
or when the characteristic transversal scale is suÆciently
small to ensure a small Reynolds number. Under these
conditionstheowthroughmostof theductmaybecon-
sideredfullydeveloped. Inmanyengineeringsystemssuch
ascompactheatexchangersandmicro-coolersusedinelec-
tronicspackaging, thecharacteristicdimensionoftheow
channelissmallenoughtogiverisetofullydevelopedow
conditions. However, in many modern systems, the ow
lengthisgenerallynotverylarge,LL
h
orL<<L
h ,and
developing ow prevails over most of the duct length. In
these situations, amodel capable ofpredicting thehydro-
dynamiccharacteristic,usuallydenotedasfR e,thefriction
factorReynoldsnumberproduct,isrequired.
A review of the literature reveals that only two sig-
nicantattempts atdevelopingageneralmodelhavebeen
undertaken. ThesearetheworkofShah[1]andYilmaz[2].
ThesemodelsarebasedupontheearlyworkofBender[3].
Bender[3]combinedtheasymptoticresultofShapiroetal.
[4],withtheresultforthe\long"duct,to provideamodel
whichisvalidovertheentirelengthofacircularduct. Shah
[1]laterextendedthemodelofBender[3]topredictresults
forthe equilateraltriangle, the circularannulus, therect-
angularduct, and parallelplate channel geometries. Shah
[1]achieved this bygeneralizingthe form of the model of
Bender [3], and tabulating coeÆcientsfor each particular
case. Recently, Yilmaz[2]proposedamoregeneralmodel
ofShah[1]. RatherthantabulatingcoeÆcients,Yilmaz[2]
developed a complex correlation scheme for the fully de-
veloped frictionfactorfR e,theincremental pressuredrop
K
1
, andattingcoeÆcientC whichappearsintheShah
[1] model. This model is moregeneral than that of Shah
[1]but isalsoquitecomplex.
Despite itscomplexity, the model of Yilmaz [2]is ac-
curate over theentirerange of the entranceand fully de-
velopedregionsformanyductcross-sections. Theprimary
drawbackofthe simplemodelproposedbyShah [1]is the
requirement of tabulated coeÆcients and parameters for
each geometry, i.e. fR e, K
1
, and C, thus limiting in-
terpolationforgeometriessuchastherectangularductand
circular annulus, whose solutionvaries with aspect ratio.
Inthecaseof themodeldevelopedbyYilmaz [2],interpo-
lation isno longeraproblem, however,this isachievedat
thecostofsimplicity.
Thetwomodelsdiscussedaboverepresentthecurrent
stateoftheartforinternalowproblems. Bothmodelsare
baseduponthecombinationofthe\short"ductand\long"
ductsolutionsusing thecorrelatingmethod of Bender[3].
InthisapproachtheincrementalpressuredropfactorK
1
isrequired in the\long duct"solution. As aresultof the
complexcorrelatingequationsforK
1
developedbyYilmaz
[2],thesimplephysicalbehaviourofthehydrodynamicen-
trance problem is lost. It is apparent from the available
data, that smooth transition occurs from theentrancere-
obtainedby Shapiroet al. [4]accountsforthe increasein
momentumoftheacceleratingcore,useofthetermK
1 in
ahydrodynamic entrancemodelsuchasthat proposed by
Bender[3]isredundant. Themodelpresentedinthispaper
doesnotrequirethisparameterandissignicantlysimpler
in structure.
GOVERNING EQUATIONS
Thegoverningequationsforsteadyincompressibleow
inthehydrodynamicentranceregioninanon-circularduct
orchannelare:
r
~
V =0 (1)
~
V r
~
V = rp+r 2
~
V (2)
Simultaneous solution to the contiuity, Eq. (1), and
momentum,Eq. (2),equationssubjecttothe noslipcon-
dictionattheductwall,
~
V =0,theboundednesscondition
along the duct duct axis,
~
V 6= 1, and a constant initial
velocity,
~
V =U
~
k, arerequiredtocharacterizetheow. In
thenextsection,scalinganalysisisusedtoshowtheappro-
priate form of the solutionfor both short and longducts.
Later,asymptoticanalysisisusedtodevelopanewmodel.
SCALE ANALYSIS
Wenowexaminethemomentumequationandconsider
the various force balances implied under particular ow
conditions. Themomentum equationrepresentsabalance
ofthree forces: inertia,pressure,andfriction,i.e.
~
V r
~
V
| {z }
Inertia
= rp
|{z}
Pressure
+ r
2
~
V
| {z }
Friction
(3)
We nowconsider three separate force balances. Each
isexaminedbelowusingthemethodofscaleanalysisadvo-
catedbyBejan[5].
Long Duct Asymptote,L>>L
h
Fullydevelopedlaminarowinaductofarbitrary,but
constantcross-section,isgovernedbythePoissonequation:
rp
|{z}
Pressure
= r
2
~
V
| {z }
Friction
(4)
which represents abalance betweenthe viscous and pres-
sureforces. Thuswemaywritethefollowingapproximate
relationusingthecharacteristicsoftheowandthegeom-
etry:
p
L
U
L 2
(5)
whereLrepresentsacharacteristictransversallengthscale
of theduct cross-section. Thevelocity scalesaccordingto
theareameanvalue,U,andtheaxiallengthscalesaccord-
ingto L. Rearrangingtheaboveexpressiongives:
p
UL
L 2
(6)
Next, we examine the shear stress at the wall. The
shear stressmaybeapproximatedby
~ =r
~
V
U
L
(7)
Next, we may introduce the denition of the friction
factordenedasthedimensionlesswallshear:
f
U 2
U=L
U 2
1
R e
L
(8)
Theaboveexpressionmaybewrittensuchthatthefol-
lowingrelationshipexistsforallcross-sectionalgeometries:
fR e
L
L
U
O(1) (9)
or
fR e
L
=C
1
(10)
TheconstantC
1
hasbeenfound to vary formost geome-
triesin therange 12<C
1
<24, whenL=D
h
. Finally, a
controlvolumeforcebalancegives
= p
L A
P
(11)
yields the following relationship when combined with the
twoscalinglaws,Eqs. (6,7):
L A
P
D
h
4
(12)
Weshall see later that this length scalewhich results
fromtheforcebalance,althoughconvenient,isnotthemost
appropriatechoice.
Short Duct Asymptote,L<<L
h
Intheentranceregion nearthe ductinlet tworegions
mustbeconsidered. Oneistheinviscidcoreandtheother
theviscousboundarylayer. Theowwithintheboundary
layer is very similar to laminar boundary layer develop-
mentoveraatplate,exceptthatthevelocityattheedge
oftheboundarylayerisnotconstant. Thetworegionsare
nowexaminedbeginningwiththeowwithintheboundary
layer.
The force balance within the boundary layer is gov-
ernedstrictly byinertia andfrictionforces:
~
V r
~
V
| {z }
Inertia
= r
2
~
V
| {z }
Friction
(13)
Thisbalanceyields:
U
2
L
U
Æ 2
(14)
whereÆistheboundarylayerthickness. Thus,
Æ
L
1
p
R e
L
(15)
Next,considering therelationshipforthewallshear:
~ =r
~
V
U
Æ
(16)
andthefrictionfactor,weobtain:
f
U 2
U=Æ
U 2
R e
L
UL
1
p
R e
L
(17)
Re-writingtheaboveexpressionintermsofthelength
scale L, and dening the product of friction factor and
Reynolds number yields the following expression for the
entranceregion:
fR e
L
O(1)
p
L +
(18)
or
fR e
L
= C
2
p
L +
(19)
where
L +
= L
LR e
L
(20)
isthedimensionlessductlength.
Finally, in the inviscid core the momentum equation
representsabalanceofinertia andpressureforces:
~
V r
~
V
| {z }
Inertia
= rp
|{z}
Pressure
(21)
whichscalesaccordingto
U 2
p (22)
Since the pressureat any point alongthe duct in the
developingregionmustbeconstantin thecoreandin the
boundary layer,and using the force balance given by Eq.
(11),itis notdiÆculttosee thattheconstantinEq. (19)
will bemuch largerthanthe valueobtainedfor boundary
layerowoveraatplate. TheconstantC
2
hasbeenfound
theoretically [4] for the circular duct to beC
2
=3:44 for
a mean friction factor and C
2
= 1:72 for a local friction
factor.
In summary, we havefound from scaling analysis the
followingrelationshipsforthefrictionfactorReynoldsnum-
berproduct:
fR e
L
= 8
>
>
<
>
>
: C
1
L>>L
h
C
2
p
L +
L<<L
h
(23)
This asymptotic behaviour will be examined further
and will form the basis for the new model developed for
the hydrodynamicentranceproblem. Finally, anequation
relating the approximate magnitude of the hydrodynamic
entrancelengthmaybeobtainedbyconsideringanequality
between thetwoasymptoticlimits givenin Eq. (23)with
L +
=L +
h :
C
1
= C
2
q
L +
h
(24)
or
L +
h
=
C
2
C
1
2
(25)
pareswellwith moreexactsolutions. Thissolutionrepre-
sentstheintersection oftheasymptoticlimitsonaplotof
thecompletebehaviouroffR eversusL +
.
ASYMPTOTIC ANALYSIS
Inthissection,asymptoticanalysis[6]isusedtoestab-
lish expressions for the characteristic longduct and short
ductbehaviourestablishedthroughscalinganalysis. First,
the longduct limit is considered and asimple expression
developedforpredictingtheconstantfR e=C
1
. Addition-
ally, theissueofanappropriatecharacteristiclengthscale
isaddressed. Finally, theshortductlimitisconsidered by
re-examiningtheapproximate solutionobtainedby Siegel
[7].
Long DuctAsymptote,L>>L
h
In order to establish the longduct limit, solutionsto
Eq. (4)formanyductsareexamined. Thesesolutionshave
beencataloguedin[8,9]. Thesimplest ductshapesarethe
circularductand theparallel plate channel. These impor-
tantshapesalsoappearaslimitsin theellipticalduct, the
rectangularduct,andthecircularannulus.
Oneissue which hasnot been addressedin thelitera-
tureistheselectionofanappropriatecharacteristiclength
scale,i.e. L. Traditionally,thehydraulicdiameterhasbeen
chosen,L=4A=P. However,inmanytextsitsuseinlami-
narowhasbeenquestioned[10-12]. Inanearlierwork[13],
the authors addressedthis issue using dimensional analy-
sis. Itwasdeterminedthatthewidelyused conceptofthe
hydraulicdiameter wasinappropriateforlaminarowand
the authors proposed using L = p
A as a characteristic
lengthscale,byconsidering otherproblemsin mathemati-
calphysicsforwhichthePoissonequationapplies. Amore
detaileddiscussionandanalysisontheuseofL= p
Amay
befoundin Muzychka[14].
We will now examine a number of important results
employingbothL=4A=P andL= p
A. Startingwiththe
elliptical duct, the dimensionless average wall shear, Eq.
(9),isfoundtobe[8]:
fR e
D
h
=
2(1+ 2
)
E(
0
)
(26)
where = b=a, the ratio of minor and major axes, and
0
= p
1
2
. Equation(26)hasthefollowinglimits:
fR e
Dh
= 8
<
:
16 !1
19:76 !0
(27)
IfthesolutionisrecastusingL= p
A, asacharacter-
isticlengthscale,thefollowingrelationshipisobtained:
fR e p
A
= 2
3=2
(1+ 2
)
p
E(
0
)
(28)
Equation(28)hasthefollowinglimits:
fR e p
A
= 8
>
<
>
: 8
p
=14:18 !1
2 3=2
p
= 11:14
p
!0
(29)
for the dimensionless average wall shear [8], considering
onlythersttermoftheseriesgives:
fR e
D
h
=
24
(1+ 2
)
1 192
5
tanh
2
(30)
Equation(30)hasthefollowinglimits:
fR e
Dh
= 8
<
:
14:13 !1
24 !0
(31)
Examinationofthesingletermsolutionrevealsthatthe
greatesterroroccurs when=1,whichgivesafR evalue
0.7 percentbelowtheexactvalueoffR e=14:23. Results
for awiderangeofaspectratiosaretabulatedin [8]using
athirtytermserieswhichprovidedsevendigitprecision.
IfthesolutionisrecastusingL= p
A, asacharacter-
isticlengthscale,thefollowingexpressionis obtained:
fR e p
A
=
12
p
(1+)
1 192
5
tanh
2
(32)
Equation(32)hasthefollowinglimits:
fR e p
A
= 8
>
<
>
:
14:13 !1
12
p
!0
(33)
Table 1presentsa comparison of the exact values[8]
withthesingletermapproximation,Eq. (30)andEq. (32)
for both characteristic length scales. Also presented are
valueswhichresultfrom usingtheasymptoticsolutionfor
theparallel platechannel. Clearly,thisasymyptoticresult
doesanadequatejobofpredictingthevaluesoffR e p
A up
to =0:7. Beyond this aspect ratio, verylittle change is
observedinthefR evalues.
Table 1
Comparisonof Single Term
Approximation forfR e
fR eD
h
fR e p
A
=b=a Exact Eq.(30) Exact Eq. (32) 12 = p
0.001 23.97 23.97 379.33 379.33 379.47
0.01 23.68 23.68 119.56 119.56 120.00
0.05 22.48 22.47 52.77 52.77 53.66
0.1 21.17 21.16 36.82 36.81 37.95
0.2 19.07 19.06 25.59 25.57 26.83
0.3 17.51 17.49 20.78 20.76 21.91
0.4 16.37 16.34 18.12 18.09 18.97
0.5 15.55 15.51 16.49 16.46 16.97
0.6 14.98 14.94 15.47 15.43 15.49
0.7 14.61 14.55 14.84 14.79 14.34
0.8 14.38 14.31 14.47 14.40 13.42
0.9 14.26 14.18 14.28 14.20 12.65
1 14.23 14.13 14.23 14.13 12.00
rectangularductsolutions. Itisnowapparentthattheso-
lutionforthecircularductandsquareducthaveessentially
collapsed toa singlevalue, Eqs. (29,33). Further,in the
limitofsmall aspect ratio,theresultsfor theellipticduct
and the rectangular duct have also come closer together,
Eqs. (29, 33). It is also clearfrom this analysis,that the
squarerootofcross-sectionalareaismoreappropriatethan
thehydraulic diameter for non-dimensionalizing thelami-
narowdata. AsseeninTable2,themaximumdierence
between the values for fR e occur in the limit of ! 0.
Comparison of Eq. (29) and Eq. (33) shows this dier-
ence is only 7.7 percent. Thus, we may use the simpler
expression, Eq. (32), to compute valuesfor the elliptical
duct. This way, the elliptic integralin Eq. (28)need not
beevaluated.
Table2
fR eResultsfor Ellipticaland Rectangular
Geometries [8]
fR eD
h
fR e p
A
=b=a Rect. Ellip.
fR e R
fR e E
Rect. Ellip.
fR e R
fR e E
0.01 23.67 19.73 1.200 119.56 111.35 1.074
0.05 22.48 19.60 1.147 52.77 49.69 1.062
0.10 21.17 19.31 1.096 36.82 35.01 1.052
0.20 19.07 18.60 1.025 25.59 24.65 1.038
0.30 17.51 17.90 0.978 20.78 20.21 1.028
0.40 16.37 17.29 0.947 18.12 17.75 1.021
0.50 15.55 16.82 0.924 16.49 16.26 1.014
0.60 14.98 16.48 0.909 15.47 15.32 1.010
0.70 14.61 16.24 0.900 14.84 14.74 1.007
0.80 14.38 16.10 0.893 14.47 14.40 1.005
0.90 14.26 16.02 0.890 14.28 14.23 1.004
1.00 14.23 16.00 0.889 14.23 14.18 1.004
Table3
fR eResultsfor Polygonal Geometries[8]
N fR eD
h fR e
P
fR e C
fR e p
A fR e
P
fR e C
3 13.33 0.833 15.19 1.071
4 14.23 0.889 14.23 1.004
5 14.73 0.921 14.04 0.990
6 15.05 0.941 14.01 0.988
7 15.31 0.957 14.05 0.991
8 15.41 0.963 14.03 0.989
9 15.52 0.970 14.04 0.990
10 15.60 0.975 14.06 0.992
20 15.88 0.993 14.13 0.996
1 16 1.000 14.18 1.000
Next, we consider the regular polygons. Values for
fR e
Dh
fallin therange13:33fR e
Dh
16for3N
1. Therelativedierencebetweenthetriangularand the
circular ducts is approximately 16.7 percent. When the
characteristiclengthscaleischangedtoL= p
A , therela-
tivedierenceis reducedto7.1 percent fortheequilateral
gons. TheresultsaresummarizedinTable3. Solutionsfor
anumberofothercommongeometriesareshowninFigs.1
and2asafunctionofaspectratio. Thedenitionofaspect
ratioissummarizedinTable4foranumberofgeometries.
Withtheexceptionofthetrapezoidandtheannularsector,
the aspect ratio for all singlyconnected ducts is taken as
the ratioofthemaximum widthto maximumlengthsuch
that 0 < < 1. For the trapezoid, annular sector, and
the doubly connected duct, simple expressions have been
devised to relatethe characteristicdimensionsof theduct
to awidthto lengthratio.
Fig. 1- fR e p
A
for Regular FlatDucts,
Data from Ref. [8]
Fig. 2- fR e p
A
for Other Non-Circular Ducts,
Data from Ref. [8]
Thenal resultsto beconsidered arethose ofthecir-
cularannulusand otherannularductswhich arebounded
externally by apolygonorinternally by apolygon [8]. It
is clear from Fig. 3 that excellent agreement is obtained
when theresults arerescaledaccordingto L = p
A anda
newaspectratiodened asr
= p
A
i
=A
o
. This denition
waschosensinceitreturnsthesamer
ratioforthecircular
annularduct. ValuesforfR eforthecircularannulusand
other shapeshavebeenexaminedbyMuzychka[14].
Fig. 3 -fR e p
A
forDoubly ConnectedDucts,
Data from Ref. [8]
Table4
Denitionsof Aspect Ratio
Geometry AspectRatio
RegularPolygons =1
Singly-Connected = b
a
Trapezoid =
2b
a+c
AnnularSector = 1 r
(1+r
)
CircularAnnulus = (1 r
)
(1+r
)
EccentricAnnulus = (1+e
)(1 r
)
(1+r
)
It should be noted that as the inner boundary ap-
proachestheouterboundary,thereissomedeparturefrom
thecircular annulus resultdue to theoweld becoming
multiplyconnected. Thesepointshavenotbeenshownon
theplot. Limiting valuesof r
areprovided in [13,14]. It
hasbeenfound that Eq. (32)maybeused to predict the
resultsofthecircularannulusprovidedthefollowingequiv-
alentsinglyconnectedaspectratioisdened:
= (1 r
)
(1+r
)
(34)
Thisresultmaybeobtainedfrom twodierentphysi-
calarguments. Therst istheratiooftheofgap,r
o r
i ,
tothemeanperimeter,whilethesecondisobtainedasthe
ratio ofthe gap to the equivalent lengthif the duct area,
(r 2
o r
2
i
),isconvertedtoarectangle. Bothpointsofview
yieldthesamedenition.
It is now clear that Eq. (32) fully characterizes the
owinthelongductlimit. Themaximumdeviationofex-
act values is of the order 7-10 percent. It has now been
shownthatthedimensionlessaveragewallshear,fR e,may
tionoftheaspectratioischosen.
Short DuctAsymptote,L<<L
h
An analytical result for the friction factor in the en-
trance region of the circular duct was obtainedby Siegel
[7] using several methods. The solution begins with the
denition of the short duct friction factor which may be
obtainedbywritingBernoulli'sequationintheentrancere-
gion. Sincethepressuregradientisonlyafunctionofaxial
position, the following relationship may be written which
relatesthefrictionfactortothevelocityintheinviscidcore
p
i p
L
1
2 U
2
=
u
c
U
2
1=4f
L
D
(35)
Inordertodeterminethefrictionfactor,arelationship
forthedimensionlesscorevelocityneedstobefound. Siegel
[7] applied several approximate analyticalmethods to ob-
tain a solution for the velocity in the inviscid core. The
most accurate method wasthe application of theMethod
of Thwaites, (see Goldstein [15]). The Siegel [7] analysis
beginswiththeintegratedformofthecontinuityequation
in the entance region where the boundary layer is small
relativetotheductdiameter:
4 D
2
U =
4
(D 2Æ) 2
u
c +
Z
Æ
0
(D 2y)udy (36)
where uisthevelocitydistributionin theboundarylayer,
u
c
isthe velocity in thecore, and U is themean velocity.
Rearrangingthisexpression leadsto
U
u
c
=1 4
D Z
Æ
0
1 u
u
c
dy+
8
D 2
Z
Æ
0
1 u
u
c
ydy (37)
Next, using Pohlhausen's approximate velocity dis-
tribution, Siegel [7] developed an expression relating the
boundary layer displacement thickness to the velocity in
the core. Siegel [7] then obtainedthe followingfour term
approximationforthevelocityinthecoreneartheentrance
ofacircularduct
u
c
U
=1+6:88(L +
) 1=2
43:5(L +
)+1060(L +
) 3=2
(38)
Substitution oftheaboveresultintotheexpressionfor
thefrictionfactoryields:
fR e
D
= 3:44
(L +
) 1=2
h
1 2:88(L +
) 1=2
+111(L +
) i
(39)
AtkinsonandGoldstein[15]obtainedasolutionforthe
corevelocityusingamethodproposedbyShiller[16]which
solvesforthevelocityin thecoreusing aseriesexpansion.
TheresultsofAtkinsonandGoldstein[15]yieldsimilarre-
sults, withtheleadingtermintheseriesbeingexactlythe
same. Asimilaranalysisfortheparallelchannel[16]yields
thesameleadingtermasthatforthecircularduct. Analy-
sisoftheexpressionsdevelopedbySiegel[7],andAtkinson
non-dimensionalized using any characteristic length scale
withoutintroductionofscalingterms:
fR e
L
= 3:44
(L +
) 1=2
"
1 2:88(L +
) 1=2
L
D
+111(L +
)
L
D
2
#
(40)
whereL +
isdened byEq. (20).
However,rescalingtheadditionaltermsin theexpres-
sionresultsinscaling parameterswhichare nowfunctions
oftheductgeometry. Thusveryneartheinletofanynon-
circularduct, theleadingtermofthesolutionisvalid. As
theboundarylayerbeginstogrowfurtherdownstream,the
eectsofgeometrybecomemorepronouncedandthesolu-
tion for the circular duct is no longer valid. The leading
terminthesolutionforanycharacteristiclengthLis
fR e
L
= 3:44
p
L +
(41)
whichisvalidforL +
=L=LR e
L
0:001.Ifalocalfriction
factorisdesired,theconstant3.44isreplacedby1.72.
Equation (41) is independent of the duct shape and
may be used to compute the friction factor for the short
ductasymptoteofmostnon-circularducts.
MODELDEVELOPMENTANDCOMPARISONS
A general model is now proposed using the Churchill
andUsagi [17]asymptoticcorrelationmethod. Themodel
takestheform:
fR e p
A
=
( C
1 )
n
+
C
2
p
L +
n
1=n
(42)
where nisasuperposition parameterdetermined by com-
parisonwithnumericaldataoverthefullrangeofL +
. Us-
ing the results provided by Eq. (32) and Eq. (41), and
the general expression, Eq. (42), the following model is
proposed:
fR e p
A
=
2
6
6
4 0
B
B
@
12
p
(1+)
1 192
5
tanh
2
1
C
C
A 2
+
3:44
p
L +
2 3
7
7
5 1=2
(43)
Usingtheavailabledata[8,9],itisfoundthatthevalue
of nwhich minimizesthe root meansquare dierence lies
in the range 1:5 < n < 3:6 with a mean value n 2,
[14,18]. Twenty-six data sets were examined from Refs.
[8,9] and are summarized in [14,18]. Comparisons of the
modelarepresentedin Figs4-6forthemostcommonduct
shapes. With the exceptionof the eccentricannularduct
atlargevaluesofr
ande
,i.e. acrescentshape,thepro-
posed model predictsallof thedevelopingowdata avail-
ablein theliteraturetowithin 10percentor betterwith
fewexceptions. Theproposedmodelprovidesequalorbet-
teraccuracythanthemodelofYilmaz[2]andisalsomuch
simpler. A comparisonof themodel withthedatafor the
try p
A !1, however, this geometry may be accurately
modeledasarectangular duct with =0:01or acircular
annular duct with r
>0:5. Good agreementis obtained
with the currentmodel whenthe parallel plate channel is
modeledasaniteareaductwithsmallaspect ratio.
One notable feature of the new model is that it does
notcontaintheincrementalpressuredroptermK
1 which
appearsin themodelsof Bender[3], Shah[1], andYilmaz
[3]. Since thesolutionof Siegel [7]fortheentranceregion
accounts for both the wall shear and the increase in mo-
mentum due to the acceleratingcore, there is no need to
introducethe termK
1
. Thus theproposedmodelis now
only a function of the dimensionless duct length L +
and
aspect ratio,whereasthemodelsofShah [1]andYilmaz
[2]arefunctionsof manymoreparameters.
Finally,itisdesirabletodevelopanexpressionforthe
hydrodynamic entrance length. Traditionally, the length
of hydrodynamic boundary layer development in straight
ducts ofconstantcross-sectionalareaisusually dened as
the point wherethe centerlinevelocityis 0:99U
max , Shah
andLondon[8]. Anewdenitionforthehydrodynamicen-
trancelengthmaybeobtainedfromEq. (25). Substituting
Eq. (32)forC
1 andC
2
=3:44,anapproximateexpression
fortheentrancelengthisobtained:
L +
h
=0:0822(1+) 2
1 192
5
tanh
2
2
(44)
The expression above reduces to L +
h
= 0:059 when
= 1 and L +
h
= 0:00083 when = 0:01. These lengths
when rescaledto bebasedonthe hydraulic diameter take
the valuesL +
h
=0:047 when =1and L +
h
=0:021 when
= 0:01. They compare with the results from Shah and
London [8]for thecircular duct, L +
h
=0:056,and parallel
plate channel,L +
h
=0:011.
SUMMARY ANDCONCLUSIONS
A simplemodelwasdeveloped forpredictingthe fric-
tionfactorReynoldsnumberproductinnon-circularducts
fordevelopinglaminarow. Thepresentstudytookadvan-
tageofscaleanalysis,asymptoticanalysis,andtheselection
ofamoreappropriatecharacteristiclengthscaletodevelop
asimplemodel. Thismodelonlyrequirestwoparameters,
the aspect ratio of the duct and the dimensionless duct
length. Whereas themodel of Shah [1]requires tabulated
valuesofthreeparameters,andthemodelofYilmaz[2]con-
sistsofseveralequations. Thepresentmodelpredictsmost
of the developingowdata within 10 percent orbetter
for8singlyconnectedductsand2doublyconnectedducts.
Finally this model may also be used topredict resultsfor
ductsforwhichnosolutionsortabulateddataexist. Itwas
also shownthat thesquareroot ofthecross-sectionalow
area wasa more eective characteristic length scale than
thehydraulicdiameterforcollapsingthenumericalresults
ofgeometrieshavingsimilarshapeandaspectratio.
ACKNOWLEDGMENTS
The authors acknowledge thenancial support of the
Natural Sciences and Engineering Research Council of
Canada(NSERC).
Fig. 4 - fR e p
A
for Developing Laminar Flow in
Polygonal Ducts,Data from Ref. [8]
Fig. 5 - fR e p
A
for Developing Laminar Flow in
Regular FlatDucts,Data from Ref. [8]
Fig. 6-fR e p
A
forDevelopingLaminarFlow inthe
CircularAnnularDuct, Data from Ref. [8]
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