DEPARTMENT OF THE NAVY
NAVAL SHIP RESEARCH AND DEVELOPMENT CENTER
BETHESDA, MD. 20034THE TORQUE AND TURBULENT BOUNDARY LAYER OF ROTATING DISKS WITH SMOOTH AND ROUGH SURFACES
AND IN DRAG-REDUCING POLYMER SOLUTIONS
by
Paul S. Granville
APPROVED FOR PUBLIC RELEASE: DISTRIBUTION UNLIMITED
TABLE OF CONTENTS Page ABSTRACT 1 ADMINISTRATIVE INFORMATION 1 INTRODUCTION 1 GENERAL ANALYSIS MOMENTUM EQUATIONS
RESISTING MOMENT OR TORQUE 6
CIRCUMFERENTIAL VELOCITY PROFILE 6
RADIAL VELOCITY PROFILE 8
SOLUTION OF MOMENTUM EQUATIONS 10
LOGARITHMIC MOMENT FORMULAS 14
GENERAL 14
SMOOTH SURFACES IN ORDINARY FLUIDS 16
ROUGH SURFACES OR DRAG-REDUCING POLYMER SOLUTIONS 17
SPECIAL LOGARITHMIC MOMENT FORMULAS 18
FULLY ROUGH SURFACES 18
ENGINEERING ROUGHNESS 19
POLYMER SOLUTIONS WITH LINEAR LOGARITHMIC CHARACTERIZATION 20
SURFACE WITH LAMINAR AND TURBULENT FLOW 21
LOCAL SKIN FRICTION 22
BOUNDARY-LAYER THICKNESS 23
ORDINARY BOUNDARY-LAYER THICKNESS 23
DISPLACEMENT THICKNESS 25
MOMENTUM THICKNESS 26
SHAPE PARAMETER 27
COMPARISONS WITH EXPERIMENTAL DATA 28
EVALUATION OF VELOCITY INTEGRALS 28
SOURCES OF EXPERIMENTAL DATA 29
VELOCITY PROFILES 30
SKEWNESS OF VELOCITY 31
LOCAL SKIN FRICTION 31
SKEWNESS OF WALL SHEAR STRESS 32
RESISTING MOMENT 32
RESISTING MOMENT FOR CASE OF MAXIMUM DRAG REDUCTION WITH POLYMER
SOLUTION 33
APPENDIX - GENERAL POWER-LAW ANALYSIS FOR SMOOTH CASE 39
REFERENCES 42
LIST OF FIGURES
Page
Figure 1 - Geometry of Flow and CoordinateSystem : 35
Figure 2 - Radial VelocityProfile Comparison for Smooth Case,
R=4.2x106
... . 36Figure 3 - Radial Velocity Profile. Comparison for Smooth Case,
R=2x106
36Figure 4 - Comparison of Models of Relative Skewness of
Flow 36
Figure 5 -. Variation: of Local Skin Friction Parameter a with
Reynolds Number for the Smooth Case 37
Figure 6 - Variation of Skewness of Wall Shear Stress with
Reynolds Number for the Smooth Case 37
Figure 7 - Moment Coefficient versus Reynolds Number for the
Smooth Case 38
b0,b11b2
Cf C
m
NOTATION
A S]ope of logarithmic velocity law in natural logarithms
A A defined for interactive layer
A1 Slope of logarithmic velocity law in conunon logarithms
A1 A1 2.3026 A
A Factor in torque formula, Equation (71)
A Factor in torque formula, Equation. (160)
A1 Factor in. torque..formula for fully rough;'surfaces, Equation (81)
0,a1,a2 Constants, in sees. expansion,. Equatiojt (56)
Intercept, of interactive logarithmic velocity law, Equation (159)
B1,B2 Intercepts of' logarithmic velocity law, Equations (18) and' (1.9)E
B3 Constant in quaZiOn (75)
B Derivative of B1 with respect to ln £* B Factor in torque formula, Equation (71)
B Factor in. torque formula, Equation (160)
Factor in torque formula for fully rough surfaces, Equation (79)
Constants in series expansion, Equation (55)
Coefficient of local skin friction
Torque coefficient, Equation (15)
c1,c2 Constants in Equation (70)
c3,c4 Constants in Equation (100)
c5,c6 Constants in Equation (101)
P Constant., Equation (69)
F Outer law function, Equation ('17) '
F Integral of F with respect to z/d, Equation (117)
-2 '
2.
-F , Integral of F with respect to z/, Equation (24)
Fg,F2g,Fg2 Integral of Fg, F2g, Fg2 with respect to' z/ô respectively'
FG ' ntegra1 of FG with respect to
,
g Radial velocity law, Prandtl form, Equation (37)
Integral of g2 with respect to z/6
H Shape parameter
h1,h2,h3 Ratios given in Equations (40), (41), and (42) k Roughness linear dimension
k* Roughness Reynolds number, k*
E UT ()/V
km Torque coefficient, Equation (13)9.. Length measure
Length Reynolds number, 2 UT
Threshold value of £* for polymer solutions
M Moment or torque
m Exponent in Equation (51)
P Factor in Equation (84)
Factors in Equations (103) and (104)
rr Normal stress in radial direction
Pq
Normal stress in circumferential directionrz Shear stress in r-z plane
rc Shear stress in r-4 plane
P Shear stress in z- plane
q Drag reducing factor in Equation (69)
R Reynoids number, R E
-
2R5 Reynolds number, R = wr
r Radial distance from center of disk s1,s2 Factors in Equation (111)
s3,s4 Factors in Equation (122)
s5,s6 Factors in Equation (131)
t Subscript denoting transition
U Relative velocity outside boundary layer, U =
u Relative velocity inside boundary layer for circumferential direction
u Shear velocity in radial direction, u =i/r Ip
T,r t,r r
u1 Shear velocity in circumferential direction, UT
=l/Tw/P
Vr Velocity component in radial direction
v, Velocity component in circumferential direction V Velocity component in normal direction
w Coles wake function
z Normal distance from disk
Tangent of angle of resultant wall shear stress from
circumferential direction
Derivative of c with respect to Function given in Equation (47) Derivative of with respect to
Boundary layer thickness Displacement thickness
11 z/5
0 Momentum thickness
Factor defined in Equation (130)
X Function given in Equation (54) dX/da
p Viscosity of fluid (solvent for polymer solution)
Kinematic viscosity of fluid (solvent for polymer solution) Kinematic viscosity of solution for polymer solutions
p Density of fluid
Local skin friction parameter,
T Wall shear stress in radial direction w,r
Driving wall shear stress in circumferential direction
w,4
T Wall shear stress in circumferential direction w,
Azimuth angle
Skewness of velocity, Equation (148)
w Angular velocity
ABSTRACT
The resisting torque of disks rotating in an unbounded
fluid is analyzed on the basis of three-dimensional boundary-layer theory. Smooth and rough surfaces in ordinary fluids and in drag-reducing polymer solutions are considered. A
general logarithmic relation is derived for the torque as a
function of Reynolds number for arbitrary roughness and arbi-trary drag reduction. Special formulas are obtained for smooth surfaces, fully rough surfaces, polymer solutions with
a linear logarithmic drag-reduction characterization, and
polymer solutions with maximum drag reduction. Relations are also obtained for boundary-layer parameters such as thickness, wall shearing stress, etc. The computed results are in ex-cellent agreement with experimental data available in the literature.
ADMINISTRATIVE INFORMATION
This investigation was conducted under the General Hydromechanics Research Program of the Naval Ship Systems Command. Funding was provided under Project R 023-01. Material in this report appeared informally as NSRDC Technical Note HL 133 in June 1969.
INTRODUCTION
A circular disk rotating in an unbounded fluid at rest develops a
resisting torque, or moment, which is wholly viscous in origin. A boundary layer develops on the disk surface which is three-dimensional in that there is a cross-flow velocity component, namely, the radial velocity component. The boundary-layer flow is laminar at the center of the disk and undergoes transition to a turbulent flow at some radial distance from the center.
The turbulent boundary layer on the disk behaves like other turbulent shear
flows in another important aspect: there is increased resistance due to
surface roughness and decreased resistance due to the presence of polymer
additives in the fluid.
The principal aim of this report is to develop analytical relations
between the resisting torque coefficient and the disk Reynolds numbers for the case of roughness and/or polymer additives in terms of boundary-layer
factors. The relations between magnitude and direction of local skin
of the analysis is the similarity-law correlation for ±oughness and/or
polymer additives. If the empirical factors in the similarity-law corre-. lation are known, the torque and other properties of the flow may be pre-dicted. Conversely, if the torque coefficient and Reynolds number are
measured, the similarity-law empirical factors may be deduced. . This is a
most valuable attribute since the rotating disk may then be used as an
in-struinent for experimentally obtaining similarity-law correlations for various types of irregular roughnesses and/or polymer 'additives at high
shearing, stresses. Once a similarity-law cOrrelation is known, it may be
12
used to predict the characteristics of other types of shear flows.
The development of resisting torque on the rotating diSk depends on
the development of the boundary layer on the disk, particularly the turbu-lent boundary layer at high Reynolds numbers. As originally formulated by
von
Krmn,3 the
method of integral relations is based on the integrationof the equations. of motion across the boundary layer for both the circum-ferential, and the radial directions. It is then necessary to supply relations for the circithferentia1 and rad:ia.l velocity components.
In the. classical analyses of von Krmn and Goldstein4 for smooth surfaces, the circumferential velocity relative to the rotating disk is
considered, in effect, to behave like an ordinary two-dimensional similarity-law shear flow except that the reference shear velocity is the skewed or
resultant shear velocity.' Von KrmLi used a power-law similarity law and
'Goldstein. the more geTleral logarithmic similarity law.
Von Krmn assumed
1. Granville, P.S., "The Frictional Resistance and Turbulent Boundary Layer of Rough Surfaces," Journal of Ship Research, Vol. 2, NO. 3 (Dec 1958).
A complete list of references is given on pages 42 to 44.
2'. Granville, P.S.,"The Frictional Resistance and Velocity Similarity Laws of Drag-Reducing Polymer Solutions," Journal of Ship Research, Vol 12, No. 3 (Sep 1968). .
von Krinn, T., "On Laminar and Turbulent Friction," National Advisory Committee for Aeronautics TM 1092 (Sep 1946), translated from
Zeitschrift 'far agewandte'Mathemaik und Mechanik, Vol. 1, No. 4 (Aug 1921).
Goldstein, S., "QT' tb Resistance to the Rotation of a Disc
Immersed in a Fluid," Proceedings of Cambridge Philosophical Society, Vol. 31, Pt. 2, p. 232 (Apr 1935). ' '.
that the radial velocity component was.proortional to the
relative
circum-ferential velocity componnt and the skewness of the wall shear.ing stress,with a linear correction to provide zero velocity at the edge of the
boundary layer. Goldstein, on the other hand, assumed that the radial velocity componetit (except very close to the wall.) was proportional to the
absolute
circumferential velocity compoent, which automatically provideszerO velocity at the edgeof the boundary layer. Comparison with
experi-mental data shows that the von Krmn model overestimates the radial
velocity component whereas the Goldstein model grossly underestimates it.
As stated before, the von Krmn and Goldstein analyses apply only to
smooth surfaces. Dorfmàn5'6 extended the Goldstein analysis to the special case of the fully rough surface.
In the approach followed here, the boundary layer on the rotating
disk is considered as a three-dimensional boundary layer The st:reanwise
velocity., component in the boundary layer is then the circumferential
velocity and the cross-flow velocity component is the: radial velocity. The similarity law for rough surfaces and for polymer solutions 'which includes the smooth case is then applied to the circumferential velocity. The
cir-cumferential wall shearing stress is taken as the reference wall shearing stress instead of the resultant wall shearing stress as used by von KArmn
and Goldstein. Certain inconsistencies are thus. avoided. The actual difference In magnitude of these two wall shearing stresses: is negligible.
The radial velocity model used is that of Prandtl which is a generalization
of the von Krmn model.
.A general logarithmic. formula is derived for the resisting moment
of rotating disks which applies to arbitrary rough surfaces and/or
drag-reducing polymer solutiOns. The special cases considered include:
Smooth surfaces. . .
Fully rough surfaces.
Polymer solutions wjth a linear logarithmic drag-reduction
characterization.
Dorfman., L.A., "Drag of a Rotating Disk," Soviet Physics-TechMcal
Physics, Vol.. 3, No. 2, p. 353 (Feb 1958).
Dorfthan,, L.A., "Hydrodynamic Resistance and the Heat Loss of
4. Maximum drag reduction with polyier solution.
Formulas are also derived for the local skin friction, the
boundary-layer
thickness, the displacement thickness, and the niOthentüin thikes as
functions of Reynol4s number. In addition, solutions ae Obtained for the
skewness of the boundarylayer velocity and for the skewness of the wall
shearing stress. Comparisons are made with existing test data.
The appendix gives a generalization of the von
Krmn
power-lawanalysis for 8mooth dIsks which provides simple formulas for limited ranges of Reynol4s number. The more àccuraté quadratic. Mager model is used here for the radial velocity profile.
GENERAL ANALYSIS
MOMENTuM EQUATIONS
The steady-state equations of motion of turbulent flow in the
neighborhood of a rotating disk4 are in cylindrical polar coordnates (see
Figure 1) r, , and z with corresponding mean velocity components vr, v, and v.. For the radial directiOn the equation is
v
v2
)
r r z 3z r . pr r rr pr p .z
and for the circumferential direction, it is
v + v r
1
r r z z r pr ar r pr
where
rr and p are the normal stress components;
rz'
p1, and p
are the shearing stress components; and
p is the density of the fluid.
The turbulentReynolds stresses are included. The corresponding equation
of continuity is
!Hrv)
+=o
(3)
'I
d/2
-dr 2 [r3c5S
(v)2
von
Krmn3
originally derived these equations from mothentum considerations-across flow cOntrol surfaces.In Equations (4) and (5), Tw,r is the radial cpuiponent of the driving
wall shearing stress and T is the circumferential component of the driving wall shearing stress. The boundary conditions for a disk rotating
with angular velocityware v=wr for z = 0 and
V=Vr= 0 for z = 6.
The momentum equations are changed to the usual form of boundary-layer momentum equations by considering the velocity relative to therotating disk u in the circumferential direction
- u = v - rw
and, the relative circumferential wall shearing stress T is
w, -t
-
T.' w, 6J
v v dz r 0(*)]- r2w26
= - r2 (1 (5) )2 d (-)=.. r Y (8) A three-dimensional, boundary-layer flow exists next to the rotating disk with thickness 5. Integration of the equations of motion across theboundary layer and incorporation of the equations of contthuity result in the von Krm.n momentum
equations4
for a rotating disk; in the radial direction, this is given by-
(r ,'v2dz)_
J
v dz = - rT
(4)
0
In the circumferential direction, it is given by
Then the boundary conditions become u = 0 for z = 0 and u = U = rw for z = 6,
and
or
- Ir
dr
RESISTING MOMENT OR TORQ!JE
The resisting moment or torque is given by
dM = 2rrr dr) r
or for the whole disk area on one side
r
r 2
M=.27r1
T r drW,
-ó
From the circt.mferentia1 moment equation, E4uation(9),
= 2p rw
() (
I
0
-
.-
. -,
'3
A dimensionless moment coefficient km is. defined by von Karman- for
both
sides of the disk as-1
__1
-
52.
t Iprw
J0
A frequently used alternate moment coefficient C is defined as
6
C 2 k
Ii' In
CIRCUMFERENTIAL VELOCITY PROFILE
The circmiferentià1. flow relative to the disk u, 1.e, the relative
streamwisè flow, is assumed to obey .sirnilr-iZ> laws like that of pipe flow
iv
U
4 IZ7 ViF7
U (13) (14)(10)
(12)and of boundary-layer flow on flat plates'2 .there is
no strewise
pressure gradient for the disk flow here. In analyses of three-dimensional turbulent boundary layers, the streainwise flow in the boundary layer is considered as a two-dimensional flow.
The inner similarity law fOr all cases including rough surfaces and
polymer solutions is given by
ru
zLv
£*(16)
where 9 (UT 2./v) and 9.. s a characteristic length scale of roughness or polymer. The outer similarity law is
--
FI-UT LIS
where uT =
T/P
is the tangential shear velocity and v E 1.1/p is the kinematic viscosity of the fluid.The two similarity laws are considered to overlap so that it can easily be shown1 that within the region of Overlap, the inner law becomes
A in {* ,.00]
I ,
and the outer law becomes
UT =
- A ln*+ B2
B1 is a constant for smooth surfaces in ordinary fluids but, for
rough surfaces and for polymer solutions, it varies with 2..
andother
pertinent factors which are constant fora given ituation. Equations (18)
ai'4
(19) produceu 6 a = A in + B1[ ,...] T , U T,q) (17) (i8)
Also
where
F2 d (i-) ,a constant (24)
RADIAL VELOCITY PROFILE
The radial velocity profile vr.represents the cross-flow velocity
component of three-dimensional boundary layers. Prandt17 suggests a cross-flow velocity profile of form
U
(25)
where g[1] 0 and ct the tangent ofthe angle of the resultant. wall shearing stress from the circumferential direction.
Von Krinn had
already implicitly used this form for the disk with
7. Prandtl, L., "On Boundary Layers in Three-DimensiOnal Flow, B I G S 84 (Aug 1946), also British M A P Report and Translation 64
(May 1946).
a
A inJ+ B1[9* ,.J +B
(21)The outer law encOipasses almost all the boundary láyér.1 Adcord-ingly, for considerations Of meitin changes, the Outer law is asSüièd to hold all the way to the wall, 1 e , 0 < z/6 < 1 Then
g[t]=
i-f
as the simplest relation that satisfies boundary conditions. For cross flows in general, Mager8 finds a good fit to experimental data by
2 rzl
(
z\
[J=
'-T)
Of course a g[z/cS] may be selected for rotating disks that conforms exactly to the experimental findings. Other forms of cross-flow velocity profiles are the triangular relations of Johnston9 and the polynomial relations of Eichelbrennér.10
Goldstein4 assumes somewhat arbitrarily a radial velocity profile of the form
v
r
U
U\u
everywhere except close to the disk; for the remaining distance close to the disk wall, he assumes
V
r u
IT- =
iT
Mager, A., "Generalization of Boundary Layer Momentum-Integral Equations to Three-Dimensional Flows Including Those of Rotating Systems," National Advisory Committee for Aeronautics Technical Report 1067 (1952).
Johnston, J.P., "On the Three-Dimensional Turbulent Boundary
Layer Generated by Secondary Flow," Transactions of American Society of
Mechanical Engineers, Journal of Basic Engineering, Vol. 82, Series D,
No. 1 (Mar 1960.).
Eichelbrenner, E.A., "La Couche Limite Tridimensionelle en Regime Turbulent d'un Fluide Compressible," NATO Advisory Group for Aerospace
SOLUTION OF MOMENTUM EQUATIONS
From the relation fOr boundary-layer thickness (5, Equation (21), and
since by definition - U
rw
(30) 2 2 a- a andthe momentum equations, (8) and (9), become for the radial direction p
and for the circumferential direction
The Reynolds number R is defined as
2 a2
d[R3/2
e T T w,r = w, p - p iA clue to th& form of th solution to the citumferentia1thomentwn
Equation, (33), namely R[aJ, is indicated as fôl1ows If E4uation (33) is
rewritten, as -a-B1 B2 A 10
() d(f
13/2
dRd?jda.
)d(f)
aan inegration by parts from R = 0 to R = R results in cY-B-B 1
R=5ea3S
()(d(
and and in genéràl are constants.0
r
1 10I
IR3'2 e A a2J
.R3'2L
00
1 2d(f)
= a2 g2/d()=HFg
(1 2h2 h3 h1 a (38) (39) Sc:/V \
iv \LI)
\U / \U /For the Prandtl form of the radial velocity profile, from Equations (22)
and (25),
= a g
ft]
(1 . F (37)the integrals of the velocity profiles required for Equations (32) and (33)
become where h1 = Fg2/Fg (40) h2 = Fg2/g2 (41) h3 = F2g2/g2 (42)
[1 =
[1
d ( (43) (K)
d(.)]da
(36)The momentum equations, (32.) and (33), become for the radial direction.
g2_[a-B--B
a-B -B
c2Re
'
a(1
+)]=+(e
()
and for the circumferential direction
where
r
a-B-B
e
A(i
-2 A
R=ca e
where
[a]
is to be determinedas well asPrior to the solution of
[a],
[aI, and a[a], it is expedient to
obtain some intermediate relationships.
The factor B1 is constant for
smooth surfaces but B1[2* ,"] for rough surfaces and for
disks in
drag-reducing polymer solutiOn. Since, by definition., 9u
9../vi'7
R1"/a,
then
dB1[2*]
- B'
(
-_
-
l\2Rdc7
where E
dB1/d[ln 9}.
LikewiseFrom the partia,l solution of the circumferential equatiOn, (36
a-B-B
Ra2
e A[.1
Hence leta-B1-a-B-B r
e
21
(2A+ B)
da
(2AB)
L
a
12h1'
1.R'2
dRa!] - 2
2da
(45)(48)
(49)
(46)
[a]
(47)
Hence Also, in general, where d do [e(m a' = and ' -do da dB1[.*] B do =
(2A+B)
2m 2A + B e [1/
2h A 1aIi
+ a 2 2 2 2h hr
B' (2A +B)
, 2A + B 2g a a (1 - +--i
I]
-
L
(a.
+ aa2/L
2 a 2afF22
)[l 2A + A (a-. +fj
2 (50) (51) where m is a constant.By using R[a], given in Equation (47), and performing the indicated
operations, the circumferential momentum equation, (45), is reduced to
(2A+B)[3.
h1 ]+A.-+.j(3A.B')
+ 5 La 2 aa(i4)
a
=[
2AB
The radial momentum equation, (44), is reduced to
(52) (53) (54) 5Fg (1 a-B. -B A
L'
B 2and
Let
and
Substitution of the telãtions for and into the reduced momentum
equatiOns, (52) and (53), and equating coefficients in like powers of 1/a
produces b (2A + B) = - dà / b1 b2
Ii+- +-.--+
a a2+.
I)
14 (55) (56) b0 = 5 (57)* (2A + B)
h1 /3A+4B
=*(2A4 B) (h1 +
and so on.LOGARITHMIC 4)MENT FORMULAS
GENERAL
With the insertion of the relation for 6 from Equation (21), the relation for the moment áoefficient, Equation (13), becomes
1
A'
k
ae
m R
U)'lU)
0
Using the relations for the radial velocity profile and the appropriate
solution, R[a], gives km[a]; km is then related to Reynolds number R im-plicitly through parameter a. However, a may be eliminated and km related to R in logarithmic formulas to follow.
By inserting the velocity profile integral, Equation (39), and the expression for R, Equation (47), the overall force coefficient km in Equation (13) is related to the local force coefficient a as
and
1
r
(58)
By reiteration, the a's within the brackets are replaced by km'S such that
41Tg/
h(1L
(59)k=
' a
More explicitly with given by the 'series, Equation (55), and b0 by Equation (57) + h1) 4irj E
l(b1
b1(b1 + h1) - b2 + + (60) (61) - a or 2 4irl (b1 + h1) [1 + a2 b1(b1 '-h1) - b2 a = in a 2 4a =j1 -
(b1+h1)-mL
or by binomial expansion 2 m (62) (63) (b1+h1) h1+3h12)v- viç
-j-
(4b2-b12+2b1 4ii a =v:i k[
Inserting the velocity profile integral, Equations (39) and (21), into the moment equation, (13), yields
a-B1-B2.
4i1
Ak=ce
PgSubstituting for by EquatiOn (56) and taking the natural logarithm results in
ln km ln 4ir - in R
(66)
Eliminating the
d's
through Equations (62) to (64) gives, in general, (1 h1 a + ln a - ln a +0
A B+B) -
:.. -_:-A
2vV
16 .[--- b12.+ 2 b1h1 +3h12).+
a1I/+ ..
(67) SMOOTH SURFACES IN ORDINARY FLUIDS.Throughout the report, these are termed the smooth case. Here B = 0, and the logarithmic moment law becomes in common
logarithms . . (64) (65) - Al log Fg
,/Y)
D +S..
(68). Where A1 2.3026 A and 1 = A in R +,/log
RI/ic +1/.(B10
+ B2) -A a aROUGH SURFACES QR DRAG-REDUCING POLYMER. SOLUTIONS
Ignoring the negligible effects of B in the coefficients such as b1 and b2 before uiç in Equation (67) (see Equation (57)) provides a logarithmic moment law for rough surfaces and for disks in drag-reducing polymer. so
lutions ... A
AI
iF
4rcD
(69) and B c2b)[v
(B10 + B2) =A1/log (I5
)+.c1D](7)
gEquation (71) is the same general form for the logarithmic moment jaw as
obtained by Goldstein.4
1
AlogRJ/ç+B+
1where B10 = B1 for smooth surfaces in ordinary fluids.
Bi]
1,0' (74)
If is linearized with respect to 1/
+ (70)
and terms of order higher than are neglected,then
I
- A log Rvç
+ BSPECIAL LOGARITHMIC MOMENT FORMULAS
FULLY ROUGH SURFACES
and
18 1
For fully rough surfaces
B1B3_Aln*=B3Alflk*
(75)where B3 is a constant. Here 9= k, the roughness length scale. Then B = -A.
Since by definitiOn
k* = k
a r (76)
= B3 + A1 log a - A1 log R + A1
iogf
(77)From Equation (63) 1 (2A + B) (78) 4'rr
loga
log -ç-- log 2.3026+ ..
Then from Equation (67)
lpg-+
B1(79)
=l
1 (80) where log.j. +
B AV4
1 (81) 1c_5A/11
-4ir (,50A h1B1
ENGINEERING ROUGHNESS
For surfaces with engineering roughness (Colebrook-Whité roughness)1
/ k* B = B
- Am
(1+-1 1,0 \ p where B2-B10.p= e
A (84) ThenFrom Equation C76) and Equation (64),
1 1
+-(L
R-)=
+1/R
f+
p p a rp p 4rj
m m Likewise 1 \+B =Substituting into Equation (67) produces
h\
h1
-.i)
(82)(83)
20
2
For r/k, + , Equation (88) reduces to the mQmnt formula for smooth
sur-faces; for RIf+
, Equation (88) reduces to the moment formula for fullyrough surfaces.
POLYMER SOLTIONS WITH LINEAR LOGARlTHMIC
CHARACTERIZATION*
It has been found experimentall,y that for spme polymer
solutions2
B1is a linear 1garth4c function of 9. Then
B10 - A1 log
+ q(log £* - log ) 2* >B1 B.1 - A1 10
O
where B10 is a constant,
is the kinematic viscosity of the solutioii,
v
is thekinematicyiscosity of thesolvent,
is the drag-reduction threshold va]ué of 9, and B = dB1/.3d (log ) = q/2.3..
Since from Equation (76) and Equation (64),
R
r
VvcL1
m;'
r
(2A + B')After the present report was written, Poreh and Miloh extended the
Goldstein analytical model to this case ("Rotation of a Disk in Dilute Polymer Solutions," Journal of Hydronautics, Vol. 5, No. 2, Apr 1971).
-A
Ba
a]
then
B1 - B10 = - A1 log + q [log
Ryç_. log,--+ log
Physically, the flow in the boundary layer is laminar starting from the center of the disk at r = 0 and undergoes transition to turbulent flow
ãt.r =.r specified by a Reynolds number of transition Rt.
Although the logarithmic moment formulas are derived for complete turbulent flow over the disk, a correction may be made for the presence of
(2A - log 9,* + S...] (.91) 0 Finally where (92) 47r 1 r A log R 2 - 1-c2 D q ±og £
its
and ' 4'rr (93) + .1-c2 D q A1 log + (94)B2 = B
+c2D
q log - 5(2 3026) q logThe onset of drag reductiOn = 1, then from Equation (90),
is given by 9,* =
£*.
If 9, is chosen sothe onset of drag reduction
occUrs
when(95.)
(2Al+)/]
SURFACE WITH LAMINAR AND TURBULENT FLOW
For laminar flow6
.1.935
km (96)
laminar flow in the central part of the disk. The correction is required only for an intermediate range of Reynolds numbers.
The moment of the area up to transition is subtracted for the
turbu-lent flow and added on for the laminar flow. Then the corrected k for m the disk with partial laminar flow becomes simply
/R\512r
km = (km)turb -(--)
I(1(m,t)turb -
(kmt)iam (97)Obviously the correction becomes smaller for increasing R. R = 2.9 x 10
has been observed for smooth surfaces)1
LOCAL SKIN FRICTION
The components of the local skin friction or wall shearing stress
and
are expressed in terms of parameter a by Equations (30) and(31); a may be obtained as function of Reynolds number R as follows:
Substitution of ci and from Equations (56) and (55) in the relation
for R, Equation (47), produces a-31-B2
A /
a+b
a,+ab +b
R=ab ae
(1+
1l,
11
2...j
(98)00
aa2
1To obtain a more compact although slightly more approximate relation, the logarithm is taken and terms of order 1/a and higher are dropped so
that
A(a1+b1)
a
= A1 log R -A1 log a b
00
+ B +B2 - A1 log a -
+ ..
(99)
1 a
11. Gregory, N. et al., "On the Stability of Three-Dimensional
Boundary Layers with Application to the Flow Due to a Rotating Disk,"
Philosophical Transactions of Royal Society, London (A)
248, p. 155 (1955);
also in "Boundary. Layer Effects in Aerodynamics," Symposium at National
Physical Laboratory, Great Britain (1955); published by Philosophical Library,
New York (1957).
where A1 - 1 + c4 A1 + C6 A(a1 + b1) and by and nondiinensionally by or
B1 +B2 -
Ajiog
a0b0 + c3 + 2.3026 (a1+b1) - 1 + c4 A1 + c6 A(a1+b1)For the smooth case (ordinary fluids), p1 and p2 are constants. Also for a coefficient of local skin friction C where C
E T
f f w,
2
BOUNDARY-LAYER THICKNESSES
ORDINARY BOUNDARY-LAYER THICKNESS
From Equation (21), the ordinary boundary-layer thickness is given
a-B1-B2 va A
= - e
rw (p1 log R + p2) 2 pU (103). (106) (107) If log c3 + c4 a (100) and 1 C5 + C6 a (101) then a = 'l log R + p2. (102)or where and Also 0- 131 A
To obtain
Was
a function of Reynolds number R, the coimnon logarithm of Equation (107) produceslog log o log R
+
s2= p
p2 ,+ C3+ C3
-24 (108) (109) (110) (112) (113) (114)The log o àndo are convert:éd to functions of R through Equations (100) arid
(102).
Then
log 5VF
[il (*
+c4)
DISPLACEMENT THICKNESS
From the usual definition of displacement thickness, 6
6 ES
(1 -dz (115) (116) whereFE
Fd()
(117) or From Equation (107),and from Equation (108),
log
6*
r
log
6*/=
logTo obtain 6*Vas a function of R., the logarithm is taken so that
a- B1 - B2
A
a-B1-B2
A
The elimination of a by means of Equation (102) produces
\ -2 B1 jlog R + log F / .1 (118) (119) (120) (121) U) S3 (122)
where and Also 1
42
=s R
r 3 Then MOMENTUM THICKNESSFrom the usual definition of momentum thicknêss,
GE
4 A .2 1 2 a From Equation (107), A(4)
26 (124) (125) (126) log s3 og F +--. (p - B1 - B2) (123) or ü = - 01 (129) whereThen as before,
where
and
Finally,
SHAPE PARAMETER
The usual definition of shape parameter
H is
or
log 55 = log
- c.3I-
S 1W 6°iVi
S5 R
= 1-
c4)
-S4Oy.-=s3R
-s5
H=
cS*H
=-Then from Equations
(125)
and(134),
i
-
-J- R64
S3
1 B2/1
Ai2(,A,I
C4)(130)
(131)
(132)
(135)
(136)
(137)
COMPARISONS WITH EXPERIMENTAL DATA
EVALUATION OF VELOCITY INTEGRALS
Numerical values are required for the various velocity integrals designated in the formulas derived in this report. These may be obtained
directly from experimental data or be evaluated indirectly from analytical
models as follows:
For the circumferential velocity, Equation (17),
F=-Aln+B2
(l_.)
(138) Here r E z/5 and w is the Colès'2 wake function which is given a polynomial13
fit by Moses as
f=3i12-2n3
(139)For the radial velocity, Equation (25), the Mager relation is used: 2
g = (1-n).
The various integrals then become
g
4(A
+fB2)
29 2 2 1 Fg = -(-A2 A B2 + -j-- B2 ) -'2 137 73 Fg--A -
B2 28Coles, D., "The Law of the Wake in the Turbulent Boundary Layer,"
Journal of Fluid Mechanics, Vol. 1, Pt. 2 (Jul 1956).
Moses, H.L., "The Behavior of Turbulent Boundary Layers in
Ad-verse Pressure Gradients," Massachusetts Institute of Technology Gas Turbine Laboratory Report 73 (Jan 1964).
Then
SOURCES OF EXPERIMENTAL DATA
An account of early résistance experiments with rotating disks is
given by Dryden et al)4 Data fOr higher Reynolds numbers and for smooth and rough surfaces are presented by Theodorsen and Regier)5 Resistance
measurement with polymer solutions are reported by Hoyt and Fabula,16 by
F. = A + 2 B2 85 2 274 29 2 h - A + .A B2 + - B Fg
3(--A +4.B2)
.137 73 60 A28B2
(145) (1.46) (147)Dryden, J.L. et al., "Hydrodynamics," National Research Council Bulletin 84 (1932); reprinted by Dover Publications, New York, p. 352 (1956).
Theodorsen, T. and A. Regier, "Experiments on Drag of Revolving
Disks, Cylinders and Streamline Rods at High Speeds," Natiohal Advisory
Committee for Aeronautics Technical Report 793 (1944).
Hoyt, J.W.. and kG. Fabula, "The Effect of Additives on Fluid Friction," 5th Symposium on Naval Hydrodynamics, Office of Naval Research
ACR-ll2, U.S. Government Printing Office,. Washington,, D.C; :(Sep 1964).
= 2 A2
Anifilokhiev and Ferguson,17 and by Smaliman and Wade.'8 Velocity surveys
11 . 19 20
have been performed by Gregory et al., by Stain, by Gadd, by Chain and
21 . 22
Head, and by Erian.
VELOCITY PROFILES
For the
smooth case,
Stain19 experimentally obtained for Equation (19) values of 2.3026 A = 5.6, B1 = 5.6, B2 = 0. These values will be used for numerically evaluating the formulas of the report.Radial velocity profiles from the Mager model compare well with ex-perimental data for
smooth surfaces
shown in Figures 2 and 3. Results from an eddy-viscosity model by Cooper23 are also compared in Figure 3.Amfilokhiev, W.B. and A.M. Ferguson, "The Variation of Friction Drag with Surface Roughness in Dilute Polymer Solutions," University of
Glasgow, Department of Naval Architecture Experiment Tank Report 8 (Aug
1968).
Smailman, J.R. and J.H.T. Wade, "The Influence of Hydrodynamic Drag of High Molecular Weight Compounds," (Canada) C.A.S.I. Transactions, Vol. 2, No. 1, p. 37 (Mar 1969).
Stain, W.C., "The Three-Dimensional Turbulent Boundary Layer on a Rotating Disk," Mississippi State University Aerophysics Department, Research Report 35 (Aug 1961).
Gadd, G.E., "The Effect on the Turbulent Boundary Layer of Adding
Guar Gum to the Water in Which a Disk Rotates," National Physical Laboratory (England), Ship TM 42 (Nov 1963).
Cham, T-S. and M.R. Head, "Turbulent Boundary-Layer Flow on a
Rotating Disk," Journal of Fluid Mechanics, Vol. 37,. Pt. 1, p. 129 (Jun
1969).
Erian, F.F., "The Turbulent Flow due to a Rotating Disk,"
Clark-son College of Technology (Potsdam, N.Y.) Department of Mechanical Eng-ineering (Apr 1970).
Cooper, P., "Turbulent Boundary Layer on a Rotating Disk
Calcu-lated with an Effective Viscosity," AIAA Journal, Vol. 9, No. 2, p. 255
(Feb 1971).
SKEWNESS OF VELOCITY
As shown in Figure 1,, the skëwñess of boundary-layer flOw is given
by where
tan - (148)
At the wall, z = 0, tan =
a.
The relative skewness is given by For the Prandtl radial-velocity model,
tan t4
a.
Hence the von Ka'rma'n linear model is
tan
- 1 -
--a
-
-and the.Mager quadratic model S
tanq_ (
\2-\-1
Up to the wall, the Goldstein model is
and at the wall, it is
t$fl
= 1 atn
U U (149)The comparison 'in Figure 4 shows that the Mager model lies between the other two. Since the Mager model is close to the experimental data, it is considered that the flow skewness is overestimated by the von Karman model aiid underestimated by the Goldstein model.
LOCAL SKIN FRICTION
The variation of local skin friction parameter with Reynolds number
is given by EquatiOn (102). Over the usual range of . (20 to 28), it is
c6 = -0.0018. The local skin friction for the
smooth
case, Equation (102), becomesa = 4.96 log R - 5.74 (154)
This compares very well with the test data shown in Figure 5. The test
data for local skin friction were obtained from the velocity profiles by
the Clauser procedure.
SKEWNESS OF WALL SHEAR STRESS
The skewness of the wall shear stress a. was given by Equation (56); to order , it is
a!
a. _2. (i
_L
a a
For
smooth
surfaces with A1 = 5.6, B1 = 5.6, B2 = 0, Equation (57) gives a0 = 3.845 and a1 = 1.738. A close fit obtained graphically over the usualranges of values of a produces
a 0.0107 (156)
a
Substitution of Reynolds number R for a in Equation (102) yields for the
smooth case
4.395
= 4.96 log R 574
0.0107 (157)Figure 6 shows a favorable comparison with test data and other pre-dictions. The test data were obtained visually from streak lines that emanated from artificial roughnesses in a sublimation process.21
RESISTING MOMENT
The resisting moment coefficient as a function of Reynolds number was given by Equation (71) as
- A log
R%/ç +
BBy a graphical determination, i.e., c1 = 0.124 and i.e. c2 = -0.00379.
32
For the smooth case with A1 5.6, B1 = 5.6, and B2 = 0:
- 3.456 log Ri/ic - .176 (158)
Figure 7 i-ndicates a very agreeable correlation with more recent test data which were unavailable at the time of the Goldstein correlation in 1935. There is still need for accurate data at high ReynOlds numbers.
RESISTING MOMENT FOR CASE OF MAXIMUM DRAG REDUCTION WITH POLYMER SOLUTION
24 The development of the interactive layer concept by Virk et al.
for turbulent shear flows with drag-reducing polymer solutions provides a
method of predicting the maximum drag reduction for rotating djsks. Such a
condition of. maximum drag reduction develops if the boundary layer is reduced just to the laminar sublayer next to the wall and the interactive
layer. A logarithmic law describes the interactive layer; for rotating
disks, it may be written in the circumferential direction as
T,
V (.159)where
where A and B are constants.
Thi
equatOn has theEquation (18) fOr the smooth case, B1 = constant.
Hence the torque formula for the smooth case if A is substituted for A and B for B or
- A log
R.i/+
same form as
Equation (71), holds
(160)
24. Virk, P.S. et al., "The Ultimate Asymptote and Mean Flow Structure
in Toms' Phenomenon," Transactions American Society of Mechanical Engineers, Journal of Applied Mechanics, Vol. 37, Series E, No. 2 (Jun 1970).
and B (l-c2D) + - log
g/c2+
C1DI (162) A1 = 2.3026 ASince there is no overlapping, B2=0. From Equations (69), (146), and (147), D = 3.026 A2/rr. From Equations (140), (144), and (143) Fg = 11/18 A, F2=2A2 and -2 = 1/5. Then
vc
A-1 and A1V 47r 3.026 -2Ac
ii 2 (161) (163) B-1c --.
log (-v
2) 3.026 2 = (1 3.026 2C2)L
(164)With the values of A=1l.7 and B= -17.0 given by Virk et al.,24 the resisting
moment for the case of maximum drag reduction with polymer solutions
be-comes
1
= 11.33 log R5vc - 32.44
Here R E wr2/v where is the kinematic viscosity of the solution.
The comparison in Figure 8 shows excellent agreement between Equation (165) and some test data of Hoyt and
Fabula)6
34
SKEWNESS OF FLOW
V
RELATIVE ANGLE, tan p = 0 = ABSOLUTE ANGLE, tan 0 = V
V
atz=O,tan0=O,tancx
arc
SKEWNES$ OF WALL SHEAR STRESS,
-w,q
TYPICAL VELOCITY PROFILES
- = RELATIVE CIRCUMFERENTIAL VELOCITY
Figure 1 -. Geometry of Flow and Coordinate System
N z
1-
r
RADIAL DISTANCE AZIMUTH ANGLE
(f) z NORMAL DISTANCE FROM DISK
o v
r
= RAbIAL VELOCITY0
uJ v CIRCUMFERENTIAL VELOCITY = NORMAL VELOCITY -J >-LJ I-= ANGULAR VELOCITYM = RESISTING MOMENT OR. TORQUE = RADIAL LL SHEAR STRESS
-CIRCUMFERENTIAL WALL SHEAR STRESS
1.0 0 0.12 0 0.08 = 0.06 0 _, 0.04 C 0.02 0
NORMAL DISTANCE z INCHES)
Figure 2 - Radial Velocity Profile Comparison for Smooth Case, R = 4.2 x 106 0 36 R I 4.2 x DATA-GADD p REDICTED I io6 SMOOTH I (REF. (MAGER I CASE 20) MODEL) I
xx
XTEST 0 0.02 0.04 0.06 0.08 0.10 0.12 0.14 0.16 0.18 0.: 0 I TEST PREDICTED PREDICTED 1 R DATA -(MAGER I 2 x CHAM COOPER 1 io6 SMOOTH & HEAD MODEL) (EDDY I (REF. EQ. (27) I CASE VISCOSITY) 21)r
0RU
-("r4!lIIU
/1p4P 4 5 6 7 8 9 10 11 12 RELATIVE NORMAL DISTANCE.Figure 3 - Radial Velocity Profile Comparison for Smooth Case, R = 2 x 106
01 02 03 04 05 06 07 08 09 1.0
RELATIVE POSITION IN BOUNDARY LAYER+
Figure 4 - Comparison of Models of Relative Skewness of Flow
0.8 0.6 I.. U, U, 1 0.4 w uJ = 0.2 0.12 >1 0.10 0.08 0.06 0.04 0.02 0
30 0.4 0.3 0.2 0.1 28 26 2 2 S 02 04 06 08 5 w2 log R =
1og--Figure 5 - Variation of Local Skin Friction Patameter a
with Reynolds Number for the Smooth Case 4----
-EQ. (102)
CHAM HEAD TEST(A1 5.6,TEST DATA(REF. (-REF. 4) DATA (REF. B1 = 5.6, 19) 21) 2 = 0) X, STAIN ---GOLDSTEIN GOLDSTEIN (EF. 4) HEAD
VON K.ARJIAN (REF 3)
02 04 06 08 6 ub
logR
Figure 6 - Variation of Skewness of Wall Shear Stress with
6 18 17 16 15 14 13 12 0 0.4
7
.-04 06 3800
00 A 000
00 I I 0 8 0.2 0.4 0.60 THE000RSEN & REGIER - 24 DISK - AIR & FREON
X HOYT & FABULA - 18 DISK - WATER (REF. 16)
C SNALLMAN & WADE - 10 DISK WATER (REF. 18)
log RV
Figure 7 - Moment Coefficient versus Reynolds Number for the Smooth Case
06 08 6 02 04
2
06 08
log R
=
1og-Figure 8 Maximum Drag Reduction with Polymer Additives
0.8 2 (REF. 15)
6
4
0
TEST DATA - HOYT
0 3 INCH X 18 INCH D 36 INCH
& FABULA (REF.
DIAMETER DIAMETER DIAMETER 16) = 11.33 log R km - 32.44 EQ. (165), 02 4 E 3 2
APPENDIX
GENERAL POWER-LAW ANALYSIS FOR SMOOTH CASE
It is of interest to repeat the von Krm analysis for the smooth case with two principal improvements: (1) the power is left arbitrary for
the similarity law and (2) the quadratic Mager model is used for the radial velocity profile..
Although von Krmn assumed that the similarity law held for the resultant of the circumferentjal and radial wall shear stresses, it is preferable to make the simpler assumption that the similarity law holds
only for the circumferential wall shear stress. Consequently
____ - C [nJ
(uTz)
(Al)where C[n] is a constant for a particular n and n is an arbitrary power.
Then
n
u (z U
-For the radial velocity profile, the Mager model
v
r
u/
zbecomes
vn (l-.)2
Substitution of the velocity profiles, Equations (A2) and (A3), into momentum equations, Equations (8) and (9), produces
2 2 1 dr - f2 r2 w2 - rc (A4) and 2
d4
w T = r2 w,4 p (AS)where
and
Let
t =
Yr
where I and t are constants.Then
T
p and with Equation (Ag),
1 4 6 4 1. .2n+1 2n+2 + 2n+3 2n+4 + .2n+5 2 2n n+1) (2n+1) 1 2 1 1 2 'l - n+1 n+2 + n+3 2n+1 + 2n+2 2n+3 2 a
22
1+ -Tw a
f,'I(3+t)
r
f=
-From Equations (AlO)
and
(All),2.
2n
2n
2(1-nt)
n+l n+l n+l .
ñl
ñ+lw y r
40
- (3+t)f1 + (4+t)f3
From the sithi1aiity law, Equation (Al), the circwnfërêntial wall
shearthg stress is . . ' (A9) (Al 2) (Al 4) and 2 a £3
Y(4t)
rl+t T (All) p .(Ai0) 2. 2 2n 2n p = c_(rw)'
-l.
(Al 3)Substitute Equation (A14) into E.4iation (All) and equate powers so that
Then Equation (Al2) becomes
(l+3n)f2
(4 + 8n)f1 + (5+lln)f3
Also from Equations (All) and (A14)
l+n
.2
2n- r l+3n 1l+3n 1+3n
fv\jj
L(5th)f3i
Then Equation (A9) becomesr
-11+n 2 2n- I
13n
Jl+3n l+3n R l+3n [(5+lln)f3JAlso the torque coefficient in Equation (13) becomes
k =4irfc-
'l m 3 .r 2n R1 +3n where 1 +n C1 = 4ir f3c [C n)f3ai l+3n l+3n (A15) (Al9) (A20)REFERENCES
Graiwille, P.S., "The Frictjonal ReSistance and Turbulent
Boundary Layer of Rough SurfaceS," Journal of Ship Research, Vol. 2, No. 3
(Dec i958)
Granvillê, PS., "The Frictional Resistance and Velocity
$imilarty Laws of Drag-Reducing Polyi
Solutions," Journal of Ship
Research, Vol.
12,No. 3 (Sep 1968).
,
.,
.,von Karman, ,T., "On Laminar and Turbulent
Fiictibn," National
Advisory Conmitteê for Aeroiaitjcs 't'M 1092 (Sep 1946); translated from
Zeitschrift ftr angewandte Mathematik und Meehanik, Vol. 1, No.
4 (Aug
1921).
Goldstein, S., "On the Resistance to the RotatiOn of a Disc
Immersed in a Fluj.d," Proceedings of Cambridge Philosoplical Society,
Vol. 31, Pt. 2, p;'232 (Apr1935).
Dorfman, L.A., "Drag of a Rotating Ràugh Disk," Soviet
Physics-Technical Physics, VOl..
3,' No. 2, p.. 353 (Feb 1958).
Dorfman, L.A., "Hydrodynaic Resjstance and the Heat Loss of
Rotatiig Solids," Oliver
Boyd, 'London, (1963).
Prandtl, L, "On. Boundary Layers in ThreeQiitensiOna1 Flow,"
B.I.GS. 84 (Aug 1946); a.so Briti1:i M.A.P. Report
Translation 64 (May
1946).
Mager,A., "Generalization of BoundaryLayer Momentum-Integral
Equations to Three-Dimensional Flows Including Those of Rotating
Systems,"
National Advisory Committee for Aeronautics Technical Report
1067 (1952).Johnston, J.P., "Oti the Three-Dimensional Turbulent
Boundary
Layer Generated by Secondary Flow," Transactions
of American Society of
Mechanical Engineers, Jurnal of Basic Engineering, Vol. 82, Series D.,
No. 1
(Mar
1960).Eichelbrenner, E.A., "La Couche Limite Tridimensionellé en
Rgime
Turbülênt d'un Fludé Compressible," NATO Advisory Group 'for Aerospace
Research AGARDograph
97(May 1965).
.11. Gregory, N. Ot àl., "On the Stability of Three-Dimensional Boundary Layers with Application to the Flow Due to a. Rotating Di'k," Philosophical Transactions of Royal Society, London (A) 248, P. 155 (1955); also in "Bouidary Layer ffect in Aerodynamics.," Symposium at National Physical. Laboratory, Great Britain (1955);. published by Philosohicãl Library, New York (1957).
12. Coles, P., "The Law of the Wake in the Turbulent Boundary Layer," Journal. of Fluid Mechanics, Vol. 1, Pt. 2(Jul 1956).
13.. Moses, H.L.., "The Behavior of Turbulent Boundary Layers in Adverse Pressure Gradients," Massachusetts Institute of Technology Gas Turbine Laboratory Report 73 (Jan 1964).
Dryden, J.L. et al., '!Hydtodyiamics," National Research Council Bulletin 84 (1932).; reprinted by Dover Publications, New York, p. 352 (1956).
Theodorsen, T. and A. Regier, "Experiments on Drag of Revolving Disks, Cylinders and Streamline Rods at High Speeds," National Advisory
Committee for Aeronautics Technical Report 793 (1944).
Hoyt, J.W. and A.G. Fabula, "The Effect of Additives on Fluid
Friction," 5th Symposium on Naval Hydrodynamics, Office of Naval Research
ACR-112, U.S.. Government Printing Office, Washington, D.C. (Sep 1964).
Aflfilokhiev, W.B. and A.M. Ferguson, "The Variation of Friction
Drag with Surface Roughness in Dilute Polymer Solutions," University of
Glasgow, Department of Naval Architecture Experiment Tank Report 8 (Aug
1968).
Smaliman., J.R. and J.H.T. Wade, "The Influence of Hydrodynamic Drag of High Molecular Weight Compounds," (Canada) C.A.S.I. Transactions, Vol. 2, No. 1, p. 37 (Mar 1969).
Stain, W.C., "The. Three-Dimensional Turbulent Boundary Layer on a Rotating Disk," Mississippi. State University Aerophysics Department Research Report 35 (Aug 1961).
Gadd, G.E., "The Effect on the Turbulent Boundary Layer of Adding Guar Gum to the Water in Which a Disk Rotates," National Physical
Cham, T-S. and M.R. Head, "Turbulent Boundary-Layer Flow on a Rotating Disk," Journal of Fluid Mechanics, Vol. 37, Pt. 1, p. 129 (Ji.m
1969).
Erian, F.F., "The Turbulent Flow due to a Rotating Disk," Clarkson College of Technology (Potsdam, N.Y.) Department of Mechanical
Engineering (Apr 1970).
Cooper, P., "Turbulent Boundary Layer on a Rotating Disk Calculated with an Effective Viscosity," AIAA Journal, Vol. 9, No. 2, p. 255 (Feb 1971).
Virk, P.S. et al., "The Ultimate Asymptote and Mean Flow
Structures in Toms' Phenomenon," Transactions American Society of Mechanical Engineers, Journal of Applied Mechanics, Vol. 37, Series E, No. 2 (Jun
1970).
Copies 1 ONR 472 2 DIR, NRL 1. Dr. R.C. Little 9 NAVSHIPSYSCOM 2 SHIPS. 2052 l SHIPS 031 1 SHIPS 0341 1 SHIPS 034lC 1 SHIPS 03412 1 SHIPS 03421 2 SHIPS 0372 3 NAVORDSYSCOM 1 NORD 035B 1 NORD 054131 2 NAVAIRSYSCOM
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1 CO, U.S. Army Trans. RD Comm Fort Eustis, Va (Mar.
Transp Div) 1 Ira R. Schwartz, Fluid Phys. Br (RRF) NASA Hdqtrs., Wash., D.C. 20546 1 Ivan Beckwith
NASA Langley Research Center
Hampton, Va.
1 Prof N.S. Berman, Dept Chem Eng, Arizona St. Univ,
Tempe, Ariz
1 Prof E.M. Uram, Dept Mech Eng
Univ of Bridgeport, Conn. 1 Prof R.I. Tanner,
Dept of Mech Brown Univ, Providence, R.I. 1 Prof A. Ellis Univ of Calif at San Diego
1 Prof A.J. Acosta,
Hydrodyil Lab
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Glennan Bldg.
Case Western Res Univ
Univ Citle
Cleveland, 0. 44106 4 Dept of Civil Mech Eng
Catholic Univ of America Wash., D.C.
Prof D. Coles, GALCIT
CIT, Pasadena, Calif 91109 Dr. F.F. Erian
Dept of Mech Eng
Clarkson College of Tech Potsdam, N.Y. 13676 Dr. W.E. Castro
School of Engr Clemson Univ., S.C. Prof J.P.
Tullis,
Dept.Civil Eng
Colorado. State Univ Prof V.A. Sandborn
Engr .Res Cen
Colorado State Univ
Prof A.B. Metzner, Dept Chem Eng, Univ of Delaware
Prof E.R. Lindgren, Sch Eng Univ of Florida
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School of Eng
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CE TER DISTRIBUTION
Code
11500
11540
251541
.4
1552
11556
UNCLASSIFIED .Sccuritv Classification
FORM
1A74
(PAGE 1)DOCUMENTCONTROLDATA R&D
S.'crity ilosi1ation ol title, body olabotract ad on hit nn,uot he entered when the uvcrali report Is clnssjfied, ORIGINA TING ACTIVITY (Corporate author)
Naval Ship Research and Development Center
Bethesda, Maryland 20034
-20. REPORT SECURITY CLASSIFICATION
- UNCLASSIFIED
2b GROUP
.-3. REPORT TITLE -
-THE TORQUE AND TURBULENT BOUNDARY LAYER OF ROTATING DISKS WITH SMOOTH AND ROUGH SURFACES, AND IN DRAG-REDUCING POLYMER SOLUTIONS
4. DESCRIPTIVE NOTES (Tjpé ol report and inclusive dates)
5. AU THORISI (First name, middle initial, last ñae) -
-Paul S. Granville
5. REPORT DATE April 1972
70. TOTAL NO. OF PAGES
54
7b. NO. OFREF5
24
-80. CONTRACT OR GRANT NO.
-b. PROJECT NO.
R023-Ol
-d.
90, ORIGINATORS REPORT NUMBERISI -- -
-3711
Sb. OTHERREPORT MOISt (Any other numbers that may be assigned this report)
tO. O!STRIBLjTION STATEMENT
Approyed for public re-lease: Distribution unlimited
II. SUPPLEMENTARY NOTES 12. SPONSORING MILITARY ACTIVITY Naval Ship Systems Command
The resisting torque of disks rotating in an unbounded fluid is analyzed on the basis of three-dimensional boundary-layer theory.
- Smooth and rough surfaces in ordinary fluids and in drag-reducing
pol.ymer solutions are considered. A general logarithmic relation is derived for the torque as a function of Reynolds number for arbitrary roughness and arbitrary drag reduction. Special formulas are obtained
for smooth surfaces, fully rough -surfaces, polymer solutions with a
linear logarithmic drag-reduction characterization, and polymer so-lutions with maxinum drag reduction. Relations are also obtained for boundary-layer parameters such as thickness, wall shearing stress, etc. The computed results are in excellent agreement with experimental
IINC LASS [F liii)
SecuritiCLassi1ication
(PAGE 2) SëcHty Classification
LINK. A LINK K LINK C
KEY WORDS
- ROLE WI ROLE WI RO I.E WT
Rotating disks; rough urfaces; drag reduction; polyther solutions