DRAG REDUCTION
Introduction
The main objective of drag reduction is to reduce the fluid mechanical force known
as “drag,” which is exerted on an engineering system improving its efficiency. There
are passive and active techniques to reduce the drag (1). The passive techniques
do not require any energy input to flow; only installation and maintenance costs
are involved. The riblets and large eddy breakup devices fall into this category.
However, the maximum drag reduction is limited up to 10%. The active techniques
require certain energy input. However, level of drag reduction achieved is up to
80%. Among all the techniques, additions of minute amount of high molecular
weight polymers and surfactants have been very active area of research ever since
Toms reported it in 1949 (2).
The discovery of turbulent drag reduction due to particle suspensions goes
back to the 1930s. Forest and Grierson (3) reported the turbulent drag reduction in
pipe flow of wood-pulp fiber suspensions of water. Vanoni (4) observed that water
with suspended sand flowed more rapidly in an open channel. Toms (5) and Mysels
(6) independently observed the striking reduction in turbulent drag in pipe flows
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Encyclopedia of Polymer Science and Technology. Copyright John Wiley & Sons, Inc. All rights reserved.
520
DRAG REDUCTION
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of solutions of high molecular weight poly(methyl methacrylate) (5–10 ppm by
weight) in monochlorobenzene and of aluminum disoaps in hydrocarbon liquids,
respectively. Since Toms (2,5) was the first to publish his results, the phenomenon
of turbulent drag reduction is also known as Toms effect. Ever since the reporting
of these results, there has been extensive research activity in this fascinating
field of fluid mechanics and polymer science. Nadolink and Haigh (7) compiled
an exhaustive bibliography on the subject containing over 4900 references dating
from 1931 to 1994.
The soluble polymers are the most potential drag-reducing agents of all the
additives mainly because drag reduction of up to 80% can be obtained with the
addition of a few tens of ppm by weight in a particular solvent. The polymer
solution drag reduction has been investigated in aqueous and hydrocarbon liquids,
and a number of excellent reviews have been written by a number of experts
(8–25). Many state-of-the-art papers have also appeared in number of conference
proceedings (26–31).
Drag-reducing polymers have been successfully applied for potential benefits
in various industrial processes and operations, such as long-distance transporta-
tion of liquids, oil-well operations, sewage and flood water disposal, fire fighting,
transport of suspensions and slurries, irrigation, water-heating and [cooling cir-
cuits, jet cutting, and marine and biomedical operations. The developments in the
above] cited fields are reviewed in the 1990s by Singh (20), Morgan and McCormick
(21), Den Toonder (22), Gyr and Bewersdorff (23), Moussa (24), and Gad-El-Hak
(25).
The most successful application of drag-reduction phenomenon has been in
reducing the drag in crude oil transport through Trans Alaskan Pipelines (TAPS)
and other pipelines in several countries. The first large-scale use of hydrocarbon-
soluble drag reducer addition (DRA) in TAPS was accomplished in 1979. The
technology made spectacular advancement since then. Within 10 years, the ef-
fectiveness of additives increased 12 times (32). Because of the effectiveness
of the polymer injection technique, the need of building two delayed pumping
stations disappeared. The 1 ppm of the drag reducer used in the pipeline in-
creased the flow rate by 33%. Several important pipelines such as Tukey-Iraq,
Bas Strait (Australia), Bombay Off Shore (India), etc, have used drag-reducing
additive injection for saving considerable energy. Newer areas are being explored
(23,25,33).
High molecular weight polymers (
>10
5
) are very effective drag reducers, but
get degraded in turbulent flows and lose their effectiveness after a short interval
of time or flow. Aluminum diasops and other surfactants form aggregates or mi-
celles at a critical micellar concentration (CMC). These micelles are responsible
for drag reduction. These micelles also degrade after critical shear stress though
anionic soaps are found to be good and mechanically stable drag reducers (34). But
when shear stress becomes lower than the critical shear stress, the micelles are
reformed and restore the drag reduction effectiveness. Because of their repairabil-
ity and the capability to withstand higher temperatures, the research activity in
surfactant drag reduction has increased appreciably. The anionic, cationic, non-
ionic, and zwitterionic surfactants have been investigated for their drag-reduction
effectiveness (DRE). Though anionic soaps are found to be good and mechanically
stable drag reducers (34), their use is not favoured because of their vulnerability
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DRAG REDUCTION
521
to calcium and magnesium ions normally present in tap and sea water, and their
foam-forming characteristics (35). Nonionic surfactants have narrow temperature
window of applicability around their cloud points (36). Cationic surfactants show
much broader effective temperature window of applicability, and thus have larger
potential for practical applications (37). The drag-reducing characteristics of zwit-
terionic surfactants are being studied (38–40).
The potential application of surfactants exists in district heating and cooling
systems. The characteristics of surfactant drag reducers differ from polymeric
drag reducers in several aspects particularly having higher level of drag reduction
crossing the Virk’s maximum drag reduction asymptote (41,42).
Several attempts have been made to enhance the DRE and mechanical
stability of polymer drag reducers. In general, homopolymers, alternate copoly-
mers, graft polymers, and polyelectrolytes and polysaccharides from natural and
microbial resources are efficient drag reducers in water, organic solvents, and
crude oil (23,25,43). The extent of drag reduction increases with the molecular
weight and length of the polymers, and so does their susceptibility to flow-induced
degradation.
Recently, three approaches have been put forward to enhance the DRE and
shear stability of polymers. The DRE of polysaccharides can be enhanced by graft-
ing synthetic polyacrylamide branches onto their main chains; the resulting graft
polymers combine efficiency of synthetic polymers and robustness of polysaccha-
ride chains (44,45). The reversible intermolecular associations in solution increase
the molecular weight of polymer associates and provide mechanical stability
(46–49).
The third approach is by using cross-linking among the polymer molecules.
The drag-reducing polymers such as guar gum can be cross-linked with concentra-
tion below those required for gel formation. The presence of intermolecular cross-
links leads to increased dimensions of the macromolecules resulting in enhanced
drag reduction though the induced degradation of the polymers is not apprecia-
bly affected by the addition of cross-linking agents (50). The first and third ap-
proaches have been pursued for water-soluble systems. It has been observed that
in the first approach, the level of DRE is higher, that too at low concentrations
(
<100 ppm) of graft copolymers, and that cross-linking is not effective in shear
degradation.
Rheology of polymers and surfactants solutions plays an important part in
drag reduction. Though very dilute drag-reducing solutions have rheological be-
haviors similar to Newtonian solvents except for the anionic polyacrylamide solu-
tions having shear-thinning behaviors at drag-reducing concentration of 50 ppm
(51), their extensional effects may be important. Efforts are still in progress to
measure and correlate the extensional effects to drag reduction (52–60). The
degradation of polymers in turbulent flow needs to be investigated in order
to enhance the effectiveness of polymers by modeling degradation mechanism
(43,61–65).
There are three ways of introducing a polymer solution in the water flow. In
the first case of homogeneous drag reduction, the polymer is allowed to mix ho-
mogeneously into the solvent. In the second case of heterogeneous drag reduction,
a highly concentrated polymer solution is injected in the center or at the wall of
the pipe, which disperses completely by turbulent diffusion to yield homogenous
522
DRAG REDUCTION
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solution some distance downstream the injector. In the third case, a concentrated
polymer solution is injected into the center line of a turbulent flow at a high
enough concentration that a single coherent unbroken polymer thread forms at
the injector and continuous downstream for several hundred pipe diameters. The
polymer threads have also been injected at the wall or buffer zone of the flow by
Frings (66), who attained highly heterogeneous mixtures downstream. In some
cases (67–69), high concentration strings of polymer develop rather than a single
coherent thread.
All the above forms of drag reduction have been studied in the case of sur-
factant drag reduction as well. The origin of drag reduction in all cases has been
indicated to be similar (70,71). The origin of drag reduction has been extensively
investigated from the very beginning. With the advent of laser Doppler anemome-
try (LDA) (72), and later on with the phase laser anemometry (73), it was possible
to measure and investigate velocity characteristics of flows with precision without
interfering with them. LDA has been extensively used to study various aspects of
drag reduction, particularly in channel flows (74).
Dodge and Metzner (75) developed a correlation between friction factor and
Reynolds number for turbulent pipe flow of purely viscous shear-thinning liquids
based upon a power-law model of shear viscosity. Metzner and Park (76) correlated
the degree of drag reduction in turbulent flow of viscoelastic polymer solutions
with the ratio of elastic to viscous stress, ie with N
i
/
τ
s
, where N
i
is the first nor-
mal stress difference for a given wall shear–strain rate
γ , and τ
s
the corresponding
shear stress. Though the role of extensional viscosity in causing turbulent sup-
pression or drag reduction is being debated till date, there is a persistent view
that the elongational viscosity, possibly in combination with viscoelasticity, is re-
sponsible for drag reduction.
Gadd (77) was among the first to point out that the damping of the turbu-
lence by polymer additives is due to their resistance to elongational strain, which
suppresses shear formation and bursting in near-wall region. Lumley (78,79) sug-
gested that the uncoiling of polymer molecules under fluctuating shear rate in
the buffer region of turbulent flow causes drag reduction because of increase of
extensional viscosity. Gyr (80), Durst and co-workers (81), and Bewersdorff and
Berman (82) provided the extensional viscosity model of drag reduction. Vlas-
sopoulos and Schowalter (51,52) suggested that the origin of DRE is due to the
fluid elasticity inferred from oscillation-induced streaming. Matthys (83) pointed
out the common origin of the extensional viscosity and viscoelasticity. de Gennes
(84) hypothesized that the polymer drag reduction is due to the elastic, rather
than the viscous, phenomenon. Several direct numerical simulations by Orlandi
(85), Den Toonder and co-workers (64,86), and Massah and Hanratty (87) exam-
ined the role of viscoelasticity, extensional viscosity, and stress anisotropy in drag
reduction. Direct numerical simulation (DNS) investigation of Den Toonder and
co-workers (86) points out that drag increases rather than decreases when the
elastic contributions are taken into account.
For the case of viscous anisotropic polymer model, almost all turbulence
statistics and power spectra calculated agree in qualitative sense with experimen-
tal results. Dimitropolous and co-workers (88) did DNS for fully turbulent chan-
nel flow of a polymer solution using the finitely extensible nonlinear elastic head
spring dumbbell model with Peterlin approximation (FENE-P) and the Giesekus
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DRAG REDUCTION
523
model. They demonstrated that the solution extensional viscosity plays the pri-
mary role in turbulent drag reduction. Comparing the mean velocity profiles and
statistical features of the turbulent flow showed agreement with well-established
experimental observations, such as enhanced buffer zone, increase in the spacing
of the streamwise streaks, decrease in the streamwise vorticity fluctuations, and
increase in the streamwise velocity fluctuations. This demonstrated the onset of
drag reduction in a turbulent flow at a sufficiently high level of viscoelasticity in
the flow and reinforced previously held hypothesis that one of the prerequisites for
the phenomenon of drag reduction is sufficiently enhanced extensional viscosity.
However, Sreenivasan and White (89) point out that the connection between
fluctuating strain rates and large extensional viscosity is circumstantial. Further
polymer coils can only be partially stretched in a random field of strain rate.
Sreenivasan and White (89) point out that the elastic theory proposed by de
Gennes (84) is compatible with at least two experimental observations; ie, the
dependence of drag reduction onset on polymer concentration and maximum drag
reduction asymptote.
On the other hand, DNS of turbulence in channel flow based on FENE-P
bead-spring chains in the presence of large-enough velocity gradients by Massah
and Hanratty (87) indicates that polymers cause drag reduction by selectively
changing the structures of eddies that produce Reynolds stresses. Their calcula-
tions (87) support the suggestions by Lumley (78) that the polymers can become
unravelled by the turbulence in the buffer region. The calculated unravelling of
a bead-spring chain in the viscous sublayer could explain the increased viscosity
observed by Vismann and Bewersdorff (90) and by James and co-workers (91) in
elongational flow when the solution is presheared in laminar Couette or chan-
nel flow. Thus these investigations point out the basis of further research on the
origin of drag reduction and explanation of its various manifestations in both
polymeric and surfactant drag reduction. A large number of reviews are available
in literature till 1990. In this review, emphasis will be given on the researches
reported since then, with comprehensive accounts of materials, mechanisms, and
applications in the field of turbulent drag reduction in liquids.
Characteristics of Turbulent Drag Reduction
Mathematical Description.
Lumley’s (92) definition of drag reduction,
“drag reduction is the reduction of skin friction in turbulent flow below that of
the solvent,” will be followed in this review. Most of the studies on drag reduction
have been confined to hydraulically smooth pipe flows or channels; hence various
physical parameters will be described in terms of smooth pipe flows.
Reynolds was the first to find out that transition from laminar to turbulent
flow takes place in cylindrical-pipe flows of water at a particular value (
=2300)
of a dimensionless parameter known as the Reynolds number (R
e
), where R
e
is
given by the following relation:
R
e
=
¯
uD
υ
(1)
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DRAG REDUCTION
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where ¯
u is the mean flow velocity, D is the pipe diameter, and
υ( =
η
ρ
) is the kine-
matic viscosity.
υ is equal to the ratio of viscosity η and the density of the liquid, ρ.
The pressure loss in pipe is due to fluid friction resistance. The friction factor
f may be derived as
f
=
pD
2
ρ ¯u
2
L
(2)
where
p is the pressure drop and L is the pipe length. The wall shear stress,
τ
w
, in a fully developed pipe flow is related to the pressure drop by the following
equation:
τ
w
=
pD
4L
(3)
Hence the Fanning friction factor:
f
=
τ
w
1
2
ρ ¯u
2
(4)
The friction velocity u
T
can also be evaluated as
u
T
=
τ
w
ρ
1
/2
(5)
Prandtl–Karman coordinates (f
− 1/2
vs R
e
f
1
/2
) are, in general, used to
present the drag reduction data because in these coordinates Prandtl–van Karman
law for Newtonian turbulent pipe flow appears as a straight line in a semiloga-
rithmic diagram (see Fig. 1).
f
− 1/2
=
u
√
2u
T
as ordinate
and
R
e
f
1
/2
=
√
2
Du
T
v
as abscissa
represent ratios of bulk to turbulent velocities and pipe to turbulent length scales
respectively (10).
The drag-reducing polymers, such as poly(ethylene oxide) or polyacrylamide,
exhibit drag reduction at such low concentrations that the solution viscosity is
close to solvent viscosity. In laminar flows, the majority of drag-reducing polymer
solutions obey Poisseulli’s law, ie
f
− 1/2
=
R
e
f
1
/2
16
or
f
=
16
R
e
(6)
In case there is no drag reduction, the friction factor is given by the Prandtl–
van Karman law for Newtonian turbulent pipe flow, ie
1
f
1
/2
= 4.0 log
10
R
e
f
1
/2
− 0.4
(7)
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DRAG REDUCTION
525
Fig. 1.
(a) The variation of f
− 1/2
with log
10
(R
e
f
1
/2
) in case of dilute drag-reducing poly-
mer solutions. The various regimes are depicted as follows: 1 by the Newtonian laminar
region; 2 by the Prandtl–Karman curve for Newtonian fluids in a smooth pipe; 3 by Virk’s
maximum drag reduction asymptote; 4 by a typical curve for polymer solutions.
δ is the
slope increment. Adapted from Figure 1.3 of the Ref. 23. (b) The variation of friction fac-
tor with Reynolds number in case of drag-reducing surfactant solutions. 1, Laminar; 2,
von Karman Linc; 3, Virk asymptote; 4, Zakin and co-workers asymptote. Adapted from
Figure 2 of the Ref. 42.
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DRAG REDUCTION
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Virk (10) observed that the maximum possible drag reduction asymptote
(MDRA) is given by the following equation, where the drag reduction is insensitive
to polymer properties:
1
f
1
/2
= 19 log
10
R
e
f
1
/2
− 32.4
(8)
In the regime below the maximum drag reduction asymptote, the friction
factor varies with polymer properties and flow variables:
f
1
/2
= [4.0 + δ] log
10
R
e
f
1
/2
− 4.0 − δ log
10
√
2D
w
(9)
where
δ and w are polymer solution parameters.
In case of surfactant solutions, friction factors significantly lower than the
predicted by MDRA for high polymer solutions are predicted. Zakin and co-
workers (93) provided an equation given below for maximum drag reduction
asymptote for surfactant solutions
f
≈ 0.32 R
0
.55
e
(10)
The velocity profiles in terms of universal dimensionless coordinates
[u
+
=
u
u
T
and y
+
=
y u
T
υ
] offer an alternative representation of drag reduction be-
havior. The local velocity u varies with y, the distance from the wall. There are
three distinct regions that can be represented by the following equations:
Close to the wall, the flow in the viscous sublayer and in the buffer layer are
represented by equations 11 and 12 respectively.
u
+
= y
+
(0
< y
+
< 5) (viscous sublayer)
(11)
u
+
= y
+
(0
< y
+
≤ 30) (buffer layer)
(12)
The logarithmic layer is given by
u
+
= 2.5 ln y
+
+ 5.5 (y
+
> 30)
(13)
The velocity profiles of drag-reducing flows in many cases show a peculiarity.
A logarithmic profile starts at the intersection with a steeper slope and describes
the velocity at maximum drag reduction. Virk’s (10) maximum drag reduction
profile is given by
u
+
= 11.7 ln y
+
− 17
(14)
For drag-reducing polymers, the velocity profile is parallel to the Newtonian
profile and is separated by a factor
B depending on the polymer, and on pipe and
flow characteristics (see Fig. 2).
u
+
= 2.5 ln y
+
+ 5.5 + B
(15)
The first region (viscous sublayer) extends to about y
+
= 5. The drag-reducing
flows intersect the maximum drag reduction line instead of u
+
= y
+
. The region
between the viscous sublayer and Newtonian plug is known as the elastic sublayer
Vol. 9
DRAG REDUCTION
527
Fig. 2.
Main stream velocity profile for drag-reducing fluids according to Virk’s model: 1,
viscous sublayer; 2, elastic buffer layer; 3, turbulent core.
since the solution in this zone exhibits an elastic flow behavior. In case of maxi-
mum drag reduction, the elastic region extends to the center of the pipe and the
Newtonian region disappears. By integrating the equations, we obtain the total
volumetric flow rate and friction factor:
1
f
1
/2
= 4 log
10
(R f
1
/2
)
− 0.4 −
B
√
2
(16)
In the 19th century, Reynolds established the basic approach to analyze the
turbulent flow. He introduced in the momentum equations the time fluctuating
velocity whose average value over a period of time is zero but whose time-averaged
squares and products are not zero. The relation for velocity components and pres-
sure can be written as follows:
u
= ¯u + u
(17)
v
= ¯v + v
(18)
w
= ¯w + w
(19)
p
= ¯p + p
(20)
where u
, v
, and w
are fluctuating velocity components in turbulence in x, y,
and z directions, respectively, and p
is the fluctuating pressure component in
turbulence. The time average at a fixed point in space can be given as
¯
u
=
1
t
t
0
+t
t
0
u dt
(21)
528
DRAG REDUCTION
Vol. 9
u can be further split into time average mean and a phase-locked average
(91), where ˜
u is thought to be an oscillatory part of the velocity field and u
is the
remaining turbulent fluctuation.
u
= ¯u + ˜u + u
(22)
The components of stress tensor due to the turbulent velocity components of
the flow are given by
σ
xx
σ
xy
σ
xz
σ
xy
σ
yy
σ
yz
σ
xz
σ
yz
σ
zz
= − ρ
u
2
u
v
u
w
u
v
u
2
u
w
u
w
v
w
w
2
(23)
The diagonal components u
2
, v
2
, and w
2
denote twice the average kinetic
energy per unit mass of the respective velocity components. The nondiagonal terms
u
v
, u
w
, and v
w
denote negative components of turbulent and Reynolds shear
stress.
The correlation coefficient
between the longitudinal and transverse fluc-
tuations at the same point is defined as
=
u
v
v
2
u
2
(24)
Taylor (95) pointed out that in order to quantify special structure of turbu-
lence, the velocity fluctuations at two neighbouring points, 1 and 2, in flow fields
have to be observed. This will define correlation function ¯
R as
¯
R
=
u
1
u
2
u
2
1
u
2
2
(25)
The integral of the correlation function ¯
R is known as scale of turbulence.
¯
L
=
1
/2 D
0
¯
R(r) dr
(26)
If the second quantity u
2
is measured at the same location but at a different
instant of time (u
1
at instant t
1
and u
2
at instant t
2
= t
1
+ τ), we obtain the
auto-correlation function
κ. The x component of κ, ie κ
x
, can be written as
κ
x
=
u
1
(x
,t)u
2
(x
,t + τ)
(27)
These functions are equivalent to a spectral decomposition of the kinetic
energy of the fluctuations, K.
Vol. 9
DRAG REDUCTION
529
The alternate description of the structure of turbulence is obtained when a
frequency analysis of the motion is provided instead of a correlation function.
These functions are equivalent to a spectral decomposition of the kinetic
energy of the fluctuations in the respective directions, eg
¯
u
2
1
=
1
π
∞
0
E
x
(x
,ω) du
(28)
into components for each frequency
ω, the so-called power spectrum. It follows
from this definition that
K
x
(
χ,ω) =
1
2
π
∞
− ∞
E
x
(x
,ω) e
− iωτ
d
ω
(29)
and vice versa:
E
x
(
χ,ω) =
∞
− ∞
K
x
(
χ,τ)e
− iωτ
d
τ
(30)
A complete insight into the statistical turbulence and turbulence process
not only requires the study of the axial and transverse fluctuations but also to
measure space and time correlation functions.
Experimental Results: Investigations of Drag Reduction and
Turbulence Parameters.
In the last decade, a large number of experimental
articles have appeared on polymer drag reduction in pipe and channel flows, where
LDA and 2D LDA have been used to measure various velocity components and
Reynolds stresses. Pinho and Whitelaw (96), Harder and Tiederman (97), Wei and
Willmarth (98), Walker and Tiedermann (99), Tong and co-workers (100), Codot
and co-workers (101), Den Toonder and co-workers (86), Dimitropoulos and co-
workers (88), Hoyer and co-workers (102), Fortaine and co-workers (103), Nieder
Schulte and co-workers (104), Bewersdorff and co-workers (105), and Massah
and Hanratty (87) reported various measurements on velocity components and
Reynolds stresses. The most important findings reported in these articles are that
the polymers not only suppress the turbulent motion but also increase the stream-
wise turbulent intensity, while the normal turbulence intensity is decreased. Wei
and Willmarth (98) reported that the energy in the normal turbulence intensity is
drastically suppressed over all frequencies while there is redistribution of energy
from high frequencies to low frequencies for the streamwise component.
The drag reduction (DR) for pipe flow of an incompressible fluid additive
system (20,23) is defined as
DR
= (1 − P
f
/P
s
)
(31)
where
P
f
is the pressure drop with a fluid additive system, and
P
s
is the pres-
sure drop with a pure fluid, measured at constant flow rate. It may be assumed
530
DRAG REDUCTION
Vol. 9
Fig. 3.
Various methods of polymer addition for manifestation of the turbulent drag re-
duction phenomenon (63).
that small additions (at the ppm level) of the additives do not change the fluid
density and shear viscosity. The fluid additive system is called drag-reducing if
DR is positive.
Methods of Drag Reduction.
There have been three basic methods for
adding a polymer to the turbulent flow, and consequently three types of drag-
reduction methods (70) (see Fig. 3). In homogeneous drag reduction, the polymer
is mixed into the solvent and it disperses uniformly before it is allowed to flow in
the pipe, and measurements are taken for various parameters of drag reduction.
In another form of homogeneous drag reduction, the diffusive flow of the polymers
takes place. Here the polymer is injected into the centre or at the wall of a pipe
at a concentration which disperses completely by turbulent diffusion to yield a
homogeneous solution some distance downstream the injector. In the second case,
known as heterogeneous drag reduction, concentrated drag-reducing polymer so-
lution is injected into the centerline of a turbulent flow so that a single coherent
unbroken polymer thread forms at the injector and continues downstream for
several hundred pipe diameters. The third type of drag reduction takes place (67)
Vol. 9
DRAG REDUCTION
531
when the injection is such that many high concentration strings of the polymer
develop, rather than a single coherent thread from the centerline injector. Frings
(66) used very high polymer concentrations in a wall injector and obtained highly
heterogeneous mixtures downstream. Most of the wall injector studies yield flows
similar to the second case, and the first case describes majority of the drag reduc-
tion studies.
Two other type of drag reduction (10,106) within the polymeric regime have
been observed. In type A drag reduction, a family of additive solutions yield
friction factor segments fanning outwards from a common “onset” point on the
Pradtl–Karman line, their slopes increasing with increasing concentrations and
drag reduction increasing with increasing R
e
f
1
/2
. This is characteristic of random
coiling macromolecules. In type B drag reduction, a family of additive solutions
yield segments that are roughly parallel to that displaced upwards from the P-K
line, with drag reduction essentially independent of R
e
f
1
/2
but increasing with
increasing concentration. This behavior is exhibited by a variety of additives in-
cluding extended polyelectrolytes, fibers, soaps, and clays. This drag reduction
occurs without any discernible onset effect where the macromolecules causing the
effect are already in the extended state and do not need to be stretched by a strong
flow.
The various investigations on heterogeneous drag reduction carried out up
to 1987 have been discussed by Singh (20) and Gyr and Bewersdorff (23). Hoyer
and Gyr (71) have provided the critical analysis of heterogeneous drag reduction.
Usui and co-workers (68,107,108) have investigated the velocity profile of the
injected polymer phase and the surrounding water phase separately by seeding
both liquids with tracer particles. They monitored the flow using a video camera,
which was moved with flow velocity (see Fig. 4). On the basis of their results (68,
107,108), Usui and co-workers (108) suggested that the main interaction between
polymer thread and the turbulence which results in drag reduction takes place
in the central part of the flow and suppresses the large-scale motions of the flow
in agreement with earlier results by Vleggar and Tells (109,110) and Bewersdorff
(23,69,105). Gyr and Bewersdorff (23) showed that by varying the ratio of polymer
injection velocity to the bulk velocity and by mounting contractions in pipe, the
drag reduction increases with the elongation of the polymer thread as long as the
thread stays intact and is not broken into pieces. Hoyt and Sellin (111) investigated
the thread injection techniques using various viscoelastic solutions ranging from
water-soluble polyacrylamide (PAM) and PEO and surfactant tetradecyltrimethyl
ammonium bromide
+2% sodium salycilate (C
16
TASal) and hexadecyl trimethyl
ammonium bromide
+2% sodium salycilate (C
16
TASal), as well as water-insoluble
FLO (commercial pipeline drag reducer), polyisobutene, and PEO dissolved in
dichloromethane. They attributed that the drag reduction effect is due to dissolved
molecules removed from the thread at high Reynolds numbers, whereas at low
Reynolds number an interaction of the thread with large-scale eddies should be
responsible for the observed drag reduction.
A number of very precise measurements by Smith and Tiederman (70) and
Hoyer and co-workers (71,102) reveal that the mechanism of polymer thread drag
reduction is caused by a modification at or near wall, or by modification in the
central portion of the flow. The drag reduction is ascribed to minute quantity of
polymers removed from the thread and dispersed into the bulk of the fluid. Smith
532
DRAG REDUCTION
Vol. 9
Fig. 4.
Experimental setup for measurement of (a) drag reduction and (b) tracer par-
ticle trajectories; (c) profiles of turbulent intensity in the longitudinal direction:
, Wa-
ter;
䊊
, polymer injection (water phase);
䊉
, polymer injection (polymer thread); , premixed
flow;
Pennel and co-workers (Newtonian fluid, R
e
= 11400);
McComb–Rabie
(injection); – – – – Reishman–Tiederman (premix, 100-ppm Separan AP-273, R
e
= 44500,
DR
= 39%).
and Tiderman (70) measured drag reduction, radial location of thread, and the
polymer concentration in the near-wall region. The concentration was measured
by laser-induced fluorescence utilizing fluorescin dye as tracer. In their experi-
ment, the polymer injected was 500 ppm by weight of Separan AP273 dyed by 8.8
ppm by weight of fluorescin; the unbroken threads existed for more than 200 pipe
diameters downstream the injector and produced drag reduction of the order of
40%. They found that the thread did not appear in the region y
+
< 100. When there
was no polymer at y
+
= 50, there was no drag reduction. As soon as measurable
amount of polymer was found at y
+
= 50, there was drag reduction. The major
conclusion arrived at by Smith and Tiderman (70) was that low concentrations of
Vol. 9
DRAG REDUCTION
533
Fig. 4.
(Continued).
polymer in the near-wall region are sufficient to cause drag reduction measured
in the polymer thread experiments. The polymer that is diffused from the thread
is the major cause of the drag reduction.
In the experiment of Hoyer and co-workers (102), the thread was sucked
out and drag reduction downstream of the withdrawl point was measured, and
in a second series of measurements near wall, the fluid was withdrawn and the
drag reduction of that fluid in a bypass was measured (see Fig. 5). The thread
trapping and bypass experiments indicate that the heterogeneous drag reduction
is at least partly due to minute amounts of polymers removed from the thread
and dispersed in the bulk of the fluid. It was found that the effect decreases if the
thread ruptures into pieces instead of being enhanced as expected for a diffusion
process. With decreasing u
∗
, the effect increases and the onset point is lowered.
This suggests that diffusion is not the mechanism by which the polymer enters
the bulk of the fluid. Further, it was observed that the drag reduction occurred
whenever the thread started forming loops. In these loops, the thread unravelled
locally into various strands which unified again when the thread was stretched.
Hoyer in further experiments (71,102) collected near-wall fluid from 30-mm inner
diameter circular pipe (D
1
) using a slit suction device of height 0.25 mm and
integrated in a 4-mm pipe for drag-reduction capability. The average thickness of
collected wall layer never exceeded 22 viscous units and thus ensured that no part
of the concentrated polymer thread was sampled. He observed the following:
534
DRAG REDUCTION
Vol. 9
Fig. 5.
(a) A typical experimental setup for measuring drag reduction using a bypass
pipe; (b) influence of the injection ratio u
∗
on the friction behavior in round pipe with c
P
=
0.8% and c
R
= 5 ppm:
䊊
, Commercial guar gum;
䊉
, purified guar gum;
GM
3
. Adapted
from Ref. 102.
(1) The near-wall fluid collected just before the onset in the main pipe showed
no drag reduction.
(2) The fluid collected within increasing levels of drag reduction in the main
pipe showed increasing drag reduction capabilities in the small pipe.
Polymeric Drag Reduction.
The following macromolecular parameters
seem to influence the drag-reduction characteristics, ie chemical and physical
structure, molecular weight, length, extension, flexibility, and elasticity. Both syn-
thetic and natural linear polymers having molecular weight of 5
× 10
5
or more
have been found to be good drag reducers (19–24,112).
The lower molecular weight polymers capable of forming higher molecular
weight aggregates have also been found to be effective drag reducers (46–48).
Lodes and Macho (113) reported that the aqueous solutions of a 19000 kg/mol
partially sponified poly(vinyl acetate) with various degrees of hydrolysis exhib-
ited drag reductions close to the MDRA. In case of still lower molecular weight
Vol. 9
DRAG REDUCTION
535
Fig. 5.
(Continued).
(
=6000), 0.4 and 0.6% by weight aqueous solutions of Tylose, a methylhydroxy
cellulose from Hoechst, Pereira and Pinho (114) showed drag reductions (
=25–
35%) of the half that reported to occur with other low elasticity, shear-thinning,
high molecular weight aqueous solution of CMC (molecular weight 300000 kg/mol)
(96). The drag reduction caused by Tylose may be either due to the high molec-
ular weight fractions present in its sample or associated complexes, which may
be present at such high concentrations as tens of ppm (by weight) of polymers.
On the other hand, rigid shear stable polymers such as polysaccharides (ie, guar
gum, carboxymethylcellulose, and xanthan gum in the form of natural gum or
formed by algae and bacteria) cause maximum drag reduction of up to 60% at the
concentrations of a few hundred ppm by weight (20,23,115).
Among the synthetic polymers, poly(ethylene oxide) is the most efficient but
relatively lesser shear stable than polyacrylamide. Molecular weight, length, and
coil dimensions are the chief attributes of polymers to drag reduction (21). It
has been shown by Olivier and Bakhtiyarov (116) that polyacrylamide of very
high molecular weight, ie M
w
= 20–25 × 10
6
, causes drag reduction in as low as
536
DRAG REDUCTION
Vol. 9
0.02-ppm solution. Gampert and Wagner (117) have prepared highly fractionated
samples of polyacrylamide. They have shown that drag reduction increases with
molecular weight. In mixtures of various fractions, it is the highest fraction that
contributes the most in drag reduction.
Drag reduction is shown by polysaccharides, which are linear in nature.
Highly branched materials such as gum arabic and dextran do not seem to reduce
drag (17). Polyelectrolytes, such as partially hydrolyzed polyacrylamide (64,106),
polyacrylic acid (118), acrylamide sodium acrylate copolymer (119), and sodium
alginate (120), show higher drag reduction when the chain is extended or there is
increment in coil dimensions. The coil expansion takes place because of coulom-
bian repulsion and solvent steric hindrance of side group and main chain (119).
Virk and Wagger (106) reported that drag reduction results in case of par-
tially hydrolyzed polyacrylamides (PAMH) of molecular weight M
a
= 15 × 10
6
.
When the charge neutralization was obtained by adding 0.1 M NaCl, the additive
solutions yield friction factor segments fanning out from a common “onset” point
on Prandtl–Karman line, their slopes increasing with increasing concentrations
and drag reduction increasing with increasing R
e
f
1
/2
. This is the characteristic of
random coiling macromolecules. Virk designated it as type A drag reduction. In B
type of drag reduction, obtained without adding any NaCl or adding up to 0.001
M NaCl to 0.0003 M NaCl (practically no or very little charge neutralizations
took place), a family of additive solutions yield segments that are roughly paral-
lel to, but displaced upwards from, the P-K line, with drag reduction essentially
independent of R
e
f
1
/2
but increasing with increasing concentration. This type
of behavior is exhibited by additives such as extended polyelectrolytes (PAMH),
fibers, and soaps, and clays such as asbestos, xanthan, asbestos, paper-making
fibers, and nylon fibers.
Among the polymers that show drag reduction in nonaqueous solvent and
crude oil, polyisobutylenes, polyisoprene, polystyrene, homo and copolymers of
alkylstyrene, acrylates, methacrylates, and FLO are the prominent ones. A de-
tailed catalog of drag-reducing polymers has been given by Singh (20) and Gyr
and Bewersdorff (23). The recently studied drag-reducing polymers are listed in
Table 1.
In search for better drag-reduction efficiency and shear stability at low cost,
a systematic investigation has been made in the author’s laboratory by grafting
efficient drag reducer such as polyacrylamide chains onto robust polysaccharide
backbones to develop graft polymers having drag-reduction efficiency of synthetic
polymers and shear stability of polysaccharides main chains (121–128). The max-
imum in drag reduction is also obtainable at the concentrations ranging from
50 to 100 ppm (see Fig. 6). As the grafting alters the regularity of the molec-
ular structures, it inhibits the enzyme attack on main chain, thus enhancing
the biodegradation resistance of graft copolymers and increasing the shelf life
(44). Starch and low molecular weight (125000) poly(vinyl alcohol) are not drag-
reducing. However, on grafting polyacrylamide branches, the graft copolymers
show drag reduction efficiency and shear stability. A large number of graft poly-
mers of amylose/amylopectin/CMC/guar gum/poly(vinyl alcohol)/starch/xanthan
gum) have been synthesized. The graft polymers having longer and fewer poly-
acrylamide branches have been found to be more drag-reduction effective and
shear stable. It has also been observed that purification of guar gum and xanthan
Vol. 9
DRAG REDUCTION
537
Table 1. Recently Investigated Drag-Reducing Additives
The reducing polymers
Molecular weight
Reference
Carboxy methylcellulose (CMC)
High viscosity grade OSA Co.
115
Xanthan gum (XG)
A food grade applied by Kelco Div of
Merck and Co., Inc.
115
Polyacrylamide
Floerger/Dow Chemicals
99,115
Separan AP273
6–8
× 10
6
g/mol
22,65,86
Superfloc A110, partially
hydrolyzed polyacrylamide
Cytec Co.
Anionic polyacrylamide
13
× 10
6
– 17
× 10
6
g/mol
51
Acrylamide-co-acrylic acid
Cyanatol-750
Poly(ethylene oxide)
Union Carbide Corp.
51,53,65,80,
151,152
Nonionic polymer
7
× 10
6
g/mol
Poly OX WSR-303
4
× 10
6
g/mol
Poly OX WSR-301
2
× 10
6
g/mol
Xanthan gum (XG)
Sigma Chemical Co.
Hydroxy propyl
Dowell Schlumberger 2.5
× 10
6
g/mol
50,52
Guar gum HPG
Alliburton
Guar gum
Polyisolutylene
Aldrich Chemical Co. 3.79
× 10
6
g/mol
43
Polyacrylamide/separan AP-30,
AP-302
Dow Chemical Co.
43
Commercial drag reducer (CDR)
Esso Australia
43
Magnafloc 866A 50% hydrolyzed
PAM
16
× 10
6
– 19
× 10
6
g/mol American
Cynamid
51
PAM-Nonionic
5
× 10
6
– 6
× 10
6
g/mol Polysciences
51
Poly OX WSR-301
4
× 10
6
g/mol Union Carbide
51
Cetyl trimethyl ammonium
bromide (CTAB) and sodium
silicate
BDH Ltd.
Poly OX WSR-303
Union Carbide 7
× 10
6
g/mol
51
Anionic PAM
(acrylamide-co-acrylic acid
30%) Cyanatrol 750
American Cynamid Co. 14.25
× 10
6
gm/mol
gum enhances their drag-reduction efficiency as removal of low molecular weight
ingredients like fats and proteins increases the fraction of high molecular weight
polymers, and hence improves their drag-reduction ability. The drag-reduction
ability of grafted polymers is not affected by the salts present in seawater. These
graft copolymers also have synergetic flocculation characteristics (44,45).
Bello and co-workers (50) have recently reported the effect of cross-linking
agents on the drag-reduction efficiency of hydroxylpropyl guar and guar gum so-
lutions in turbulent flow through a horizontal pipe. The results show that the ad-
dition of cross-linking agent (borax) to solution with concentrations below those
required for gel formation enhances the drag reduction due to increased dimen-
sions of the macromolecules in the presence of intermolecular cross-links. The
538
DRAG REDUCTION
Vol. 9
Fig. 6.
The variation of drag reduction percentage with concentration in commercial,
purified, and polyacrylamide grafted guar gum (GM
3
) at R
e
-14000:
Water; × diameter =
1 mm, u
∗
= 0.57;
䊊
diameter
= 3 mm, u
∗
= 0.06 (116,118).
flow-induced degradation of the polymers is not appreciably affected by the addi-
tion of cross-linking agent. The intermolecular bonds are stable to flow-induced
degradation since their presence does not significantly alter the degradation rate.
The enhancement of drag reduction also takes place at concentration of the macro-
molecules above 500 ppm. The enhanced drag reduction is up to 35%. On the other
hand, grafting and purification enhance the drag reduction up to 68%, that too
at concentrations below 100 ppm (121,123,128,129). Hence, it is worth investi-
gating the effect of cross-linking of graft copolymers for further enhancement of
drag-reduction efficiency.
McCormic and co-workers (130–136) have investigated the DRE of polyacry-
lamide copolymers. The various copolymers studied by this group include polyelec-
trolytes [(PAM-co-sodium-2-acrylamido-2-methylpropane sulphonate (NaAMPS);
PAM-co-sodium-3-acrylomido-2-methylbutenoate
(NaAMB)];
polyamphotytes
[(poly-2-acrylimido-2-methyl propyl) dimethyl ammonium chloride-co-NaAMPS
(ADAS);
poly(acrylimide-co-2-acrylimido-methylpropenedimethyl
ammonium
chloride-co-sodium-2-acrylimido-methyl-propane
sulfonate
(ADASAM)];
and
hydrophohically modified acrylamides [(PAM-co-diacetone acrylamide) (DAAM);
PAM-co-N-n-decrylamide;
PAMCO;
(PAM-C
10
),
N-isopropylacrylamide-co-
acrylamide (1PAM) copolymers]. Several of these copolymers showed better
drag-reduction efficiency than PAM.
Kowalik and co-workers (46) and Malik and co-workers (47–49) presented a
new approach in development of shear stable and efficient drag reducers based
on intermolecular associations and intermolecular complexes based on secondary
interactions. These systems displayed higher drag-reduction efficiency and shear
stability. The associations may be caused by electrostatic, hydrogen-bonding, or
Vol. 9
DRAG REDUCTION
539
hydrophobic interactions. The increased shear stability was attributed to the re-
versible breakage of secondary bonds in preference to cleavage of polymer back-
bone. Malik and co-workers (47–49) introduced chemical moieties with interacting
functionalities on the backbone of a polymer to cause association effects. These
interpolymer complexes were based on a copolymer of 97 wt% dodecyl acrylate
and 3 wt% methacrylic acid (proton-donating polymer), and a terpolymer is con-
stituted by 50 wt% dodecylacrylate, 46 wt% styrene, and 4 wt% 4-vinyl pyridine
(proton-accepting polymer). These hydrogen bonding mediated interpolymer com-
plexes exhibited higher drag reduction and shear stability; though low molecular
weight donor polymer is more shear stable than proton-accepting polymer, it is
not an effective drag reducer. The shear stability has been discussed in terms of
mechanistic considerations. It is apparent from the above discussion that though
a lot of experimental results based on commercially available polymer drag reduc-
ers have been reported, the development of new drag-reducing agents with higher
drag-reducing efficiency and shear stability is limited.
Mechanism of Drag Reduction
The effect of polymers on turbulence has been discussed by Singh (20), Gyr and
Bewersdorff (23), and Gad-El-Hak (25), and several research articles have been
published in 1990s. The gist of the past and present researches is being provided
below and is the status of still eluding origin of drag reduction.
(1) The turbulent intensity of streamwise components has been reported for
drag-reducing flows. All experiments indicated that the position of the max-
imum is further away from the wall than for Newtonian fluids and is gen-
erally found at y
+
∼
= 30–60.
(2) For transverse intensity component in the presence of drag-reducing addi-
tives, the radial fluctuations are strongly damped in the buffer region and
(
ν
)
2
maximum is shifted to y
+
∼
= 200 or even to the centre of the pipe if large
drag reduction is there. In the core region, the intensity is the same as for
the solvent. The xy component of Reynolds shear stress is the measure of
intensity of turbulence transport. In the pipe flow of Newtonian fluid, it
starts growing from zero at the wall to a maximum at y
+
∼
= .05d
+
and de-
creases nearly to zero at the pipe axis. In drag-reducing flow, the intensity
is reduced and the maximum is shifted further from the wall.
(3) The frequency spectra of wall shear stress fluctuations for drag-reducing
flows show the relative attenuation of high frequency components. The de-
crease in high frequency content and increase in low frequency are observed
in the frequency spectra of axial as well as transverse fluctuations for drag-
reducing flows.
(4) As streak spacing is a measure of the size of coherent eddies in viscous
and buffer layers, the drag-reducing polymers change the structure of the
flow. There is an increase in the nondimensional streak spacing as the drag
reduction increases.
540
DRAG REDUCTION
Vol. 9
(5) The bursting period is an indication of time between occurrences of sec-
ondary instabilities. The burst produces extensive Reynolds stresses. The
bursting is more energetic and its frequencies decrease as the drag reduc-
tion increases. In the maximum drag reduction region, the bursting period
becomes two to three times as large as that of the Newtonian fluid at the
same Reynolds number.
(6) In homogeneous drag reduction, only in the buffer region, the Reynolds
stresses are produced in contrast to the case of heterogeneous drag reduction
where there is a much larger region where the Reynolds and viscous shear
stresses are of the same order of magnitude. The characteristic time of big
eddies is of the same order as that of relaxation times of injected polymer
solutions for shear rates of 10–10
3
s
− 1
, indicating an interaction between
big eddies and polymer threads.
(7) The polymer threads influence the large-scale structures; it appears that
highly elastic polymer threads restrict their motion leading to reduced
transport of momentum from this region to the dissipating small eddies,
and thus causing the observed drag reduction.
(8) According to the Lumley (78,79,92,137), the large eddies are formed in
the viscous sublayer and are extended into the buffer layer. The polymer
molecules are extended when subjected to fluctuating strain rate outside
the viscous sublayer. This causes an increase in the extensional viscosity.
This high extensional viscosity damps the small dissipating eddies. Because
of the decreased intensity of small eddies, stress in the buffer layer delays
the reduction in the mean profile slope, resulting in the thickening of the
buffer layer. As the molecules are not extended in the viscous sublayer, it is
not affected by polymer.
(9) The change in mean velocity profile causes the expansion of large eddies.
The expanded large eddies produce an increased streamwise fluctuating
velocity, primarily in the buffer layer. In the maximum drag reduction re-
gion, only large eddies are supposed to remain. According to the Lumley
(78,79,92,137) hypothesis, the eddies in the buffer layer that are primar-
ily responsible for Reynolds stress production are those associated with
secondary instability on inflectional profile. These eddies are presumably
damped.
(10) Luchik and Tiderman (138) postulated that turbulence and the polymer
molecules in dilute polymer flows reach statistical equilibrium, where the
remaining turbulent stretching keeps the molecule extended so that lower
threshold motions can be damped by the viscoelastic properties of the dilute
polymer solution. Gyr (80) was more specific and attributed the required
molecular extension to a wall-layer structure of vortices.
(11) It seems that the high shear rates of a turbulent flow in the near-wall
region are necessary to deform the spherical polymer molecule to an el-
lipsoid which becomes aligned with its long axis in flow direction. These
deformed and aligned molecules are able to exhibit an increased resis-
tance against vortex stretching and, therefore, can interact with turbulent
structures.
Vol. 9
DRAG REDUCTION
541
(12) In the drag reduction by the surfactant solutions when a critical shear gra-
dient is exceeded, the shear viscosity suddenly increases because of the
formation of the so-called shear induced state (SIS). In SIS, the micelles be-
come aligned in flow direction. Furthermore, in the SIS, the micelles have
to build up larger, super-order structures. The critical shear rate for the
occurrence of the SIS can be related with the onset of drag reduction (139),
and it seems that drag-reducing surfactant solutions appear to exhibit an
increased shear viscosity in the buffer zone of a turbulent velocity profile.
(13) The various theories explaining drag reduction may be divided into three
categories: first, an explanation in which the increase in extensional viscos-
ity for the polymer solution is the main ingredient; second, a theory that
stresses the importance of anisotropic effects introduced by the extended
polymer molecules; and third, a proposed explanation in which elastic ef-
fects are responsible for drag reduction.
(14) On the basis of DNS, a large number of investigations have been undertaken
to explain the drag-reduction. Den Toonder (22,54,65,86) has proposed the
following mechanism for the drag reduction by polymer additives. The poly-
mers become extended by the flow at a certain Reynolds number, depending
on the time scale of the polymer molecules in relation to the time scale of the
turbulence. Hence, this “onset” phenomenon is determined by elastic prop-
erties of the fluid. When the polymers are extended, viscous anisotropic
effects introduced by the extended polymers in the relation between the
stress and the deformation cause a change in turbulent structure and the
anisotropy production leading to a reduction in drag. At this stage, elasticity
plays a counterproductive role in the drag-reduction process.
(15) Dimitropolous and co-workers (88) pointed out that previous work on nu-
merical simulation on drag reduction has focused on the investigation of the
role of elongational viscosity through the use of generalized Newtonian mod-
els. They used the nonlinear elastic model with the Peterlin approximation
(FENE-P) and the Giesekus model (140) of viscoelasticity for the solution
at high extensional rates. In both the cases, comparing the mean velocity
profiles and the statistical features of the turbulent flow showed agreement
with well-established experimental observations, such as the increase in
the spacing of the streamwise streaks and the increase in the streamwise
vorticity fluctuations. In addition, the hypothesis that drag reduction is pri-
marily an effect of the extension of the polymer chains, where the increase
in the extensional viscosity leads to the inhibition of turbulence-generating
events, was once again reinforced.
(16) Sreenivasan and White (89) recently invoked the theory based on the elas-
tic behavior of stretched polymers of de Gennes (84), who states that coil-
stretch transition does not occur in turbulent flows in randomly fluctuating
strain rates and that, if moderately stretched, the polymers produce no
measurable change in viscosity. Sreenivasan and White (89) were able to
explain the onset of drag reduction and maximum drag reduction asymp-
tote on the basis of the elastic theory, and their results qualitatively explain
the existing experiments.
542
DRAG REDUCTION
Vol. 9
Degradation and Shear Stability Mechanisms
Though the DRE of polymers is very high at extremely low dose, the practical
problem in widespread applications of polymer additives is the degradation of
polymers in turbulent flow. The degradation leads to a marked loss of the drag-
reducing capability of the polymer.
There are two types of degradation, chemical degradation and mechanical
degradation (65). Chemical degradation causes change in the structure of poly-
mers by chemical reactions. It can occur, for example, by the presence of metal or
any free-radical initiators when oxygen is present. The high salinity or calcium
concentrations in solvent can also cause chemical degradation (141).
Mechanical degradation is caused by mechanical energy input to the poly-
mers in solutions, which means passing the solution through pumps or pipes or
both. Mechanical degradation has long been associated with shear flow. To some
extent, the shear flow causes the degradation of dilute poly(enthylene oxide) so-
lutions (14). Bueche (142) showed in his pioneering work that the elongational
stresses which exist in some regions of turbulent pipe flow are more severe and
cause scission of polymer molecules. A molecule in a shear flow is subjected to
both rotation due to the presence of vorticity and to stretching and compressive
stresses. Bueche (142) showed that in simple shear flows, the molecule is rotated
past principle axes much too fast to allow the flow to stretch it to a large extent. On
the other hand, in elongational type of flows, the vorticity is much less relative to
the stretching and aligning action of the strain than in shear flows. A large num-
ber of investigations have been reported, which convincingly indicate that the
molecules are fully extended followed by mid-chain scission under elongational
flow field (143–147).
Mechanical degradation of polymers in turbulent flow has been extensively
investigated and reviewed by Pollert and Sellin (148), Singh (20), Moussa and co-
workers (149), Moussa and Tiu (43), Gyr and Bewersdorff (23), Den Toonder and
co-workers (65), Nguyen and Kausch (146), Brostow and co-workers (62–64), Choi
and co-workers (141), Rho and co-workers (150), Kim and co-workers (151–155),
and Choi and co-workers (156–159).
It is well established that the extent of drag reduction increases with the
molecular weight and length of polymers, and so does their susceptibility to flow-
induced degradation (20). The rate of mechanical degradation increases with the
increasing molecular weight. In most of the cases, it is possible to represent degra-
dation by an exponential expression using flow time or number of passes as an
independent variable. In turbulent flow, the degradation is more in poor solvent
at low Reynolds number, whereas the opposite was observed at high Reynolds
number. For constant wall shear stress and pipe diameter, the degradation rate
was found to be directly proportional to the molecular weight of polymers. For
constant wall shear stress and polymer concentration, the degradation rate was
found to be inversely related to pipe diameter. For constant wall shear stress
and pipe diameter, the degradation rate was found to be inversely propotional
to polymer concentration. For constant polymer concentration and pipe diameter,
the degradation rate was found to increase with wall shear stress. In general,
the shear stability increased with solvation number. The higher the ratio of total
length to the width of the polymer molecule, the faster will be the degradation. In
Vol. 9
DRAG REDUCTION
543
Fig. 7.
The variation of relative drag reduction with time for mixtures of pure xanthan
gum (10 ppm) and polyacrylamide (10 ppm):
×, Theoretical (Brostow Polymer Flow Model);
䊉
, experimental (59).
high turbulent flow, the degradation is not caused not only by scission of polymer
chains, but also by a radical propagation reaction initiated by scission of polymer
chains.
The critical Reynolds number R
e
∗
or apparent shear/extension rate (v/d)
∗
was
found to increase with polymer concentration and molecular weight as represented
by the dimensionless concentration c[
η]. Most of the degradation takes place at
the entrance region because of high extensional straining of polymers.
The molecular degradation in turbulent flow is also explainable by the theo-
retical model of Brostow (62–64) (see Fig. 7). The mid chain scission in turbulent
flow has been experimentally and theoretically explained (143–145,147). Recently,
Kim and co-workers (153) studied the mechanical degradation of high molecular
weight polystyrene under turbulent flow using a rotating disk apparatus for three
various solvent systems. They found that the extent of the degradation depended
on the solubility parameter of the solvents. Their experimental data for molec-
ular degradation in turbulent flow gave an excellent fit with the Brostow model
(62–64). Brostow (62) obtained the following relation:
DR(t)
DR
0
=
1
1
+ w (1 − e
ht
)
(32)
where DR(t) and DR
0
are the percentage drag reductions at times t and t
= 0,
respectively. A large value of h indicates fast degradation, and a large value of w
implies a low shear stability. Their data give excellent fit to the equation.
Choi and co-workers (158) observed the following correlation between time-
dependent drag reduction and mechanical degradation:
DR(t)
DR
0
= exp( − t/λ
0
)
(33)
544
DRAG REDUCTION
Vol. 9
where DR(t) and DR
0
are the percentage drag reductions at times t and t
= 0
respectively, and
λ
0
is an adjustable parameter. 1/
λ
0
measures the rate of degra-
dation. It describes the degradation mode very well for shear-resistant polymers
such as various CMC and CMC-based graft copolymers (125) and xanthan gum
(160).
However, the exponential equation deviates from the experimental data for
drag reducers such as flexible PEO. Recently Sohn and co-workers (161) and Kim
and co-workers (155) have studied the drag-reduction characteristics of polysac-
charides such as xanthan gum and guar gum respectively. They are found to be
reasonably shear-stable drag-reducing agents (123,162,163). They are highly sus-
ceptible to biodegradation. To overcome this disadvantage these polysaccharides
have been grafted by flexible polyacrylamide branches (122,123). The solutions
of both polymers conform to the empirical relationship between drag-reduction
efficiency and polymer solution properties (156) at a fixed Reynolds number, ie
C
DR
=
K[C]
DR
max
+
C
DR
max
(34)
where DR
max
is the maximum drag reduction, K is the characteristic parameter
which depends on the polymer solvent system, and C is the intrinsic concentration
(W
ppm
) defined by
[C]
=
DR
max
Lim
C
→0
(
DR
C
)
(35)
and the universal curve for drag reduction when normalized by the hydrodynamic
volume fraction of the polymer solution (% DR/[
η]C vs [η]C) is due to McCormic
and co-workers (130–137).
They reported that volume fraction normalization allows the comparison of
drag-reduction efficiencies of polymers of widely differing structures. Xanthan
gum molecules in deionized water exhibit higher drag reduction in the range of
50–60
◦
C than at room temperature because of conversion to individual xanthan
gum molecules from aggregated helics. In case of guar gum, it was confirmed that
K is a characteristic constant of a particular polymer/solvent system and does not
depend on molecular weight.
The turbulent drag reduction and drag reduction of DNA has been recently
investigated by Choi and co-workers (164). Double-stranded DNA is found to be a
good drag reducer when compared with the other normal linear polymers. How-
ever, the drag-reducing power of DNA disappears when DNA denatures into two
single-stranded molecules. DNA is always cut in half by the turbulence. Its degra-
dation is different from that of the normal flexible long-chain polymers.
In a number of graft copolymers (122,124,165,166), it has been found that
the grafting increases the shear stability. However, in some cases, the grafting has
been found to reduce the shear stability of graft copolymers (123,125,126), which
supports the mechanistic analysis of Agrawal and Mashelkar (167).
A highly branched polymer of high molecular weight amylopectin and its
graft copolymer with polyacrylamide have been investigated by subjecting the
solutions by intensive turbulent flow in turbulent rheometer at Reynolds number
Vol. 9
DRAG REDUCTION
545
Fig. 8.
The variation of viscosity ratio versus pass number at concentrations of 500 ppm
(a) and 100 ppm (b) respectively in case of solutions of polyacrylamide grafted amylopectin
(
䉬
), amylopectin (
) and polyacrylamide ( ) (R
e
= 14000), and at 50 ppm (c) for polyacry-
lamide (
) experimental and ( ) theoretical according to Brostow model (R
e
= 14000). (161).
of 14,000 (168) (see Fig. 8). The solutions were investigated in the concentration
range of 50–500 ppm, and mechanical degradation was monitored by measuring
absolute viscosities of sheared solutions from 10 to 50 pass numbers in turbulent
flow rheometer. As is evident from Figure 8, the results contradict the Agrawal
and Mashelkar theory (167) and support the Brostow polymer model (62–64).
Apart from grafting, two other approaches have been put forward to enhance the
shear stability. The reversible intermolecular association in solution increases the
molecular weight of polymer and provides enhanced shear stability (46–49). The
drag-reducing polymers can be cross-linked to enhance drag reduction; the flow
546
DRAG REDUCTION
Vol. 9
Fig. 8.
(Continued).
induced degradation of the polymers is not appreciably affected by the addition of
cross-linking agents (50).
Drag Reduction by Mixed Systems
The earlier work on drag reduction by fibers, polymer/polymer, polymer/fiber, and
polymer/soap mixtures has been reviewed by Singh (20) and Gyr and Bewersdorff
(23). It has been noticed that fibers with high aspect ratio (l/d), flexibility, and
surface roughness show good drag-reduction effectiveness. At equal aspect ratio,
fibers with smaller diameter cause more drag reduction. This can be attributed
to the improved flexibility due to decrease in diameter of the fibers. The fibers of
nylon, wood pulp, acrylic, glass, and asbestos have been reported to cause drag
reduction in suspensions.
Both positive and negative deviations from the linear additive line have been
observed in drag reduction caused by polymer/polymer mixtures depending upon
their composition, flow rate, and polymer species. The maximum synergism is
obtained at a specific composition. The random coil size, rigidity, and salvation of
polymer molecules appear to be responsible for the synergism in drag reduction
by polymer/polymer mixtures (169).
The maximum drag reduction caused by polymer/fiber mixtures is more than
predicted by Virk’s maximum drag reduction asymptote (170). Kale and Metzner
(171,172) explained the reasons for synergism in drag reduction by high exten-
sional effects on polymers along with fibers and consequent high extensional vis-
cosities of polymer solutions. Reddy and Singh (169) found strong synergistic effect
Vol. 9
DRAG REDUCTION
547
with both guar gum and xanthan gums in combination with asbestos fibers. A
50:50 mixture by weight gave the maximum in both cases. As observed by Hoyt
(17), both mass and length are responsible for suppression of turbulence by these
systems.
Recently, Inaba and co-workers (173) pointed out that it is possible to reduce
the pumping power, to downsize the transport system, and to decrease the heat loss
to environment by using surfactant water solution as a thermal energy transport
medium. The environmental pollution caused by discarding the used surfactant
solution has become a serious problem. It is required that the new additive have
the same flow drag reduction effect as surfactant solution, and also that little envi-
ronment load be used. They used pulp fiber as the new type of flow drag reduction
additive in a circular pipe. The pulp fiber consists of a vegetative fiber that forms
paper. Therefore, pulp fiber does not have harmful effects on the environment.
The fibers were of the diameter range 6.45–29
µm and had an aspect ratio of 50:1.
The flow resistance and heat-transfer characteristics of water suspensions with
pulp fibers were measured. The velocity distribution of the pulp fiber suspension
was similar to the plug flow in the laminar flow. The flow drag reduction effect
was observed. The enhancement effect of heat transfer in the laminar flow and
the heat-transfer reduction effect in the turbulence were observed. The nondimen-
sional correlation equations of pipe flow resistance and heat-transfer resistance
were derived in terms of various nondimensional parameters in the above study
(see Fig. 9).
Fig. 9.
Relationship between pipe friction coefficient
λ and Reynolds number for various
pulp water suspensions. I depicts the theoretical equation of the flow resistance in laminar
flow in pipe and II depicts the Blasius resistance formula of turbulent flow. C
p
, %:
䊉
, 0
(Water); , 0.30
;
䊉
, 0.55
;
, 0.72— - —. Adapted from Figure 9 of Ref. 166.
548
DRAG REDUCTION
Vol. 9
Drag reduction caused by passive devices such as riblets has been confirmed
for various boundary layers and pipe flows (174–178). However, riblets have a nar-
row range of the effective flow rates, and if the flow rate is higher than this effec-
tive range, the riblets increase the friction drag just like normal rough wall (179).
Walsh and co-workers (175–177) found that the triangular grooves of roughly
equal height and azimuthal spacing, ie h/s
≈ 1, provided the optimal drag reduc-
tion performance. They further found that relative to a smooth wall, riblets with
h/s
≈ 1 exhibited two general flow regimes:
(1) For nondimensional riblet height h
+
< 25, the riblets reduced drag with the
largest reduction of the order of 10% at h
+
≈ 15.
(2) For nondimensional riblet height h
+
> 25, the riblets enhanced the drag by
as much as 30% at h
+
≈ 50.
It has been established that interflows of air and water in riblet-lined pipes
(180–183) show the same behavior as the external flows over riblets. According to
Walsh (175,176), riblets act as fences to isolate the low speed streaks that exist
near the wall (184), and thus retard their bursting.
Bechert and co-workers (185) and Choi (186) have proposed that the riblets
impede spanwise motions of streamwise vortex pairs associated with sublayer
streaks, resulting in weakened bursts and lower shear stress. Choi and co-workers
(187) and Pullese and co-workers (188) conducted measurements of three rms tur-
bulence intensities and turbulence shear stress over riblet surfaces in their drag-
reducing regimes. These physical entities were reduced relative to their respective
magnitudes over smooth surfaces at the same force stream velocity. However, axial
to transverse correlations near the riblets surface remain much the same as those
near a smooth surface. This is in contrast to polymer drag reduction, where signif-
icant reductions in the axial to transverse velocity correlations relative to solvent
are observed (10). The drag enhancement by riblets at high h
+
was attributed
by Walsh (175,176) to adverse effects of the increased riblet wetted surface area
overwhelming the riblet-induced drag reduction. However, Tani (189) observed
the riblet drag enhancement as being akin to that by sand-roughened pipes and
estimated the equivalent sand roughness of riblets to be about a quarter of their
actual height.
Choi and co-workers (190) have carried out direct numerical simulation
of turbulent flow over riblets at h
+
≈ 20 and 40, respectively, in drag-reducing
and drag-enhancing regimes. Interpreting their calculations in terms of coherent
structures, they pointed out that riblets reduce drag when the streamwise vortices
above them are aligned such that only a small portion of a riblet, near the tip, is
exposed to their downwash at higher h
+
; the streamwise vortices become smaller
relative to the riblets; and their downwash affects a greater fraction of the riblet
surface, enhancing drag.
The combined polymer additives and riblets are expected to cancel out the
drawbacks associated with applying each of these systems and to produce a
positive synergistic effect. The effect of combined experiment would also eluci-
date the respective drag-reduction mechanism. Choi and co-workers (190) experi-
mented on a ship model with riblets and then coated the model with polymer. The
Vol. 9
DRAG REDUCTION
549
measured drag of the model revealed that the combined system caused 2% higher
drag reduction than the additives of each systems effect. Rohr and co-workers
(191) measured the friction factor for dilute PEO in a pipe lined with 0.076-mm,
V-groove riblets (3MCO). He found that the combined system produced the same
drag reduction ratio as the polymer additive alone. Christodoulou and co-workers
(192) and Anderson and co-workers (180) carried out similar experiments. In both
experiments, results obtained for combined systems using PEO solutions showed
that the drag-reduction rates were less than the sum of two systems. In contrast,
Anderson and co-workers (180) observed for combined system using guar gum
that the drag rate was greater than the sum of the drag-reduction rates of the
individual systems and that the critical shear stress of the additive was lowered.
Koury and co-workers (178) carried out a systematic experiment for a combined
system of polyox and a riblet pipe. The positive synergistic effect was observed to
occur.
Recently, Mijunuma and co-workers (179) investigated the drag reduction
for combined system of polymer additives and riblet pipe. The riblet groups were
V-shaped, the spacing of which was 1.3 mm and the height 1.01 mm. For higher h
+
,
a triangular riblet system including other geometries increases the drag to levels
similar to those of normal transient roughness. The polymer additives were Aron-
floc N-110 and separan AP-31. The critical shear stress,
τ
∗
, at which N-110 started
the drag reduction was approximately eight times higher than
τ
∗
for AP-30. In
the combined system, the synergistic drag reduction for higher h
∗
was discussed
under the assumption that additives suppressed the drag increase resulting from
riblets. Since additives thicken a wall layer covering the region from a viscous
sublayer to a buffer layer, the relative height h to this wall layer thickness is
lowered. Another cause of the synergistic effect is the flow enhancement due to
additives, which suppresses the riblet-induced drag increase. Hence the combined
effects almost cancel out the drag increase due to riblets. This synergistic effect
exceeds 10%. The analysis based on velocity profiles indicated that these effects
can produce synergistic drag reduction for higher h
∗
.
Drag reduction can be achieved by direct injection of microbubbles through
slots or porous skin (193–196) or the generation of hydrogen by electrolysis at
the wall (197). The primary parameters, independent of gas type and Reynolds
number, appear to be the actual gas flow rate referenced to injector conditions
of temperature and pressure (198–200) and the location of the bubbles in the
turbulent boundary layer (198,199,201–203). Merkle and Deutsch (196) have pro-
vided a comprehensive review on skin friction reduction by microbubble injection.
Mahadevan and co-workers (204) postulated that microbubbles like polymer so-
lution destroy turbulence production by selectively increasing the viscosity near
the buffer region. They increase the local dynamic viscosity. Pal and co-workers
(205) demonstrated that microbubble and polymer solution shear stress statistics
as measured by flush mounted hot film sensors are similar at equivalent value of
drag reduction.
Fontaine and co-workers (206), on the basis of these similarities, envisaged
that high levels of drag reduction can be achieved by combining low concentra-
tions of polymer and surfactants with microbubble injection at low injection rates.
The influence of homogeneous surfactant (Aerosol OT) and homogeneous poly-
mer (PEO) solutions on the performance of microbubble skin friction reduction
550
DRAG REDUCTION
Vol. 9
was investigated on an axisymmetric body. Carbon dioxide was injected in wa-
ter, homogeneous surfactant solution, and homogeneous polymer solutions. The
integrated skin friction measurements were obtained at two free-stream veloc-
ities as a function of gas injection rate and PEO concentration. At similar gas
injection rates, microbubble injection exhibited more drag reduction. At low gas
injection rates, the results of this investigation indicate that the combination of
microbubble injection with polymer additives can yield drag reduction levels ex-
ceeding those of the individual systems. Maximum drag reduction in the combined
system was greater than 80% for 20-ppm polymer concentration and higher gas in-
jection rates. This level of drag reduction is higher than the levels obtained with
either polymer or microbubbles separately at these concentrations or injection
rates. In this study, synergism between microbubble and polymers was not ob-
tained. Reducing the bubble size through addition of surfactant did not affect the
characteristics of microbubble drag reduction. The resulting size of microbubble
is still large compared to turbulent scales and, thus, may explain the lack of effect
on drag-reduction characteristics of microbubbles with and without surfactant.
Watanabe and co-workers (207–210) reported drag-reduction phenomena in
different geometries having highly water-repellent walls in laminar region. The
basic material of the highly repellent wall is fluorine alkane modified acrylic resin
with added hydrophobic silica, and the contact angle of the wall is about 150
◦
.
Watanabe and co-workers (207) reported for the first time the laminar drag re-
duction of Newtonian fluids flowing in a channel with square and rectangular
ducts with highly water-repellent walls. The maximum drag reduction ratio of
water was 22% for the square duct. The drag-reduction phenomena were also ob-
served for the frictional resistance of an enclosed rotating disk with highly water-
repellent walls. The maximum drag reduction ratio for tap water was about 25%
at the Reynolds number of 2
× 10
5
. In their recent investigation (208–210), the
drag-reduction phenomenon in which 14% drag reduction of tap water flowing in a
16-mm diameter pipe occurring in a laminar region has been explained. This phe-
nomenon occurred because of the presence of fluid slip at the wall. The measured
velocity profile gives the slip velocity at the pipe wall, and it was shown that the
shear stress is directly proportional to the slip velocity. The friction factor formula
for a pipe flow with fluid slip at the wall has been obtained analytically from the
exact solution of the Navier Stokes equation, and it well agrees qualitatively with
the experimental data. The main reasons for the fluid slip have been pointed out.
In these cases, the molecular attraction between the liquid and the solid surface is
reduced because the free energy of the solid is very low, and the contact area of the
liquid is decreased compared with conventional smooth surface because the solid
surface has many fine grooves. A liquid cannot flow into the fine grooves owing
to surface tension. These concepts are supported by the experimental result that
the drag reduction does not occur in the case of surfactant solutions.
Turbulent Drag Reduction by Surfactants
Recently, turbulent drag reduction by surfactants has been extensively reviewed
by Gyr and Bewersdorff (23), Zakin and co-workers (42), and Myska and Zakin
Vol. 9
DRAG REDUCTION
551
(41). The main features of the surfactant drag reduction and their industrial ap-
plications are summarized here.
The polymer solutions are strongly affected by mechanical degradation dur-
ing turbulent flow which limits the lifetime of their DRE. The surfactants have
been found to reduce the frictional drag by 70–80%. At high stress, the surfactants
also suffer temporary mechanical degradation of their microstructure, but they
have the ability to repair themselves in the order of seconds (42).
The drag-reducing surfactant solutions are characterized by the presence of
rod-like micelles which are formed by single surfactant molecules above a certain
characteristic concentration (139). This critical concentration depends strongly
on temperature and electrolyte concentration. As mentioned earlier, critical wall
shear stress, a shear induced state (SIS), is achieved when the micelles are co-
alesced to form larger structure aligned in flow direction. This is also the onset
stress of drag reduction by surfactant. The observed loss of drag reduction be-
yond this critical wall shear stress is reversible. The drag reduction is caused by
anionic, cationic, nonionic, and zwitterionic surfactants. Nonionic surfactants are
chemically stable, endowed with low toxicity, and biodegradable. However, their
effective temperature range is limited. Zwitterionic surfactants are more useful
as they have a larger effective temperature range. As they have both positive and
negative charges in single surfactant molecule they may be sensitive to ions exist-
ing in water. The cationic surfactants with the organic counterions are excellent
drag reducers in aqueous system. They have fairly wide temperature ranges and
are not sensitive to calcium or magnesium ions present in water. Because of their
potential for practical applications, they have been extensively investigated in the
1990s.
The DRE of cationic surfactant is greatly dependent on their chemical struc-
tures, surfactants, and counterion concentrations. Surfactants with short alkyl
chains are effective at low temperatures, while those with long alkyl chains are
effective at high temperatures. The dramatic effect of the counterion to surfactant
concentration ratio on fluid characteristics of surfactant solutions has been found
recently. The proper combination of both can extend the effective range widely.
The surfactant drag reducers may exhibit strong viscoelasticity and high
extensional viscosity. Excess counterions in cationic surfactant may make the
solution still nonviscoelastic with distinct extensional viscosity. This suggests the
correlation between drag reduction and extensional viscosity.
The surfactant drag reduction may exceed Virk’s drag reduction asymptote
for high polymers, and velocity profiles may be steeper than his elastic sublayer.
The turbulence in radial and tangential directions is suppressed by surfactants.
The zero Reynolds stress profiles have been observed for surfactants. Though the
drag reduction mechanism is not established for surfactant drag reduction like
polymer drag reduction, its mechanism may be different.
Along with the reduction in momentum transport, drag-reducing fluids have
also been found to reduce the heat-transfer coefficients particularly in tube-in-
tube heat exchangers. The heat-transfer reduction accompanying drag reduction
may be caused by the thickening of the viscous boundary near the wall, which
increases the thermal resistance between wall and bulk fluid and reduces the
radial turbulence intensity. Heat exchangers with flow channels which disturb the
fluid more, such as plate exchangers, show less heat-transfer reduction. Despite
552
DRAG REDUCTION
Vol. 9
several successful fields tests in district heating and district cooling systems, no
commercial scale applications of surfactant drag reduction have been undertaken
so far (23,31,42).
Applications of Drag Reduction
Introduction.
Ever since the discovery of the drag-reduction phenomenon,
efforts have been made for its industrial applications. In the last five decades, the
range of applications of drag reduction has increased tremendously. The possible
areas include oil-well fracturing operations, crude oil and refined petroleum prod-
uct transport through pipelines, fire fighting, sewerage and flood water disposal,
irrigation, hydrotransport of solids, water-heating circuits, jet cutting, hydraulic
machinery, and marine and biomedical applications. The detailed progress made
in these areas has been reported in various reviews (14,15,17,20,23,42,44,112,211,
212).
In crude oil transport and storm sewers, because of the economic benefits,
the drag-reducing polymers have been put into practice in Trans Alaska Pipeline
and other 100 pipeline sites, as well as in other pipelines transporting refined
petroleum products (213,214). Similarly, drag-reducing polymers in storm sewers
for Knowle and Dallas sewers (15) have been put to practice. Exigency require-
ments are in favour of applications of the drag-reducing polymers in fire fighting.
Hence the practice has been accepted by New York City Council and the City of
Hamburg. Large-scale field experiments have shown the efficacy of using drag-
reducing polymers in hydrotransport of fly ash and sludge, heating circuits, water
power stations, and irrigation from Czechoslovakia (211). Use of drag-reducing
polymers has been made in short diversion tunnels and culverts in Yugoslovakia
(215). Drag-reducing polymers have been used in energy requirements of sprin-
kler irrigation, reduction of percolation losses, and development of slow-release
urea in India (33,44).
The efficacy of drag-reducing polymers in reducing the drag, hull of a 42.7-m
long HMS Highbortor has been reported from the United Kingdom (216). In other
cases, laboratory scale experiments have been performed, indicating beneficial
use of drag reduction. Large-scale applications are inhibited in many cases be-
cause of the high cost of polymers and their degradation. Large-scale laboratory
experiments as well as field trials have been reported indicating efficacy of cationic
surfactants in district heating circuits (42). Economically feasible applications are
described in some important cases.
Crude Oil Transport and Refined Petroleum Products.
The most
spectacular success of the application of drag-reducing polymers has been in the
Trans Alaskan Pipeline (TAPS) in 1979, where the throughput capacity has been
above 2 million barrels of oil per day (BPD) from pipeline capacity of 1.5 million
BPD without the use of polymeric drag reducers (DRA) at present. The pioneer-
ing use in TAPS was to increase throughput while pump stations were being
constructed and commissioned. As the effectiveness of the DRAs improved in the
period 1979–1984, the need to build pumping station nos. 5 and 11 of the 12 disap-
peared. Present day DRAs are 12 times as effective as the initial materials used
in TAPS in 1979.
Vol. 9
DRAG REDUCTION
553
In the Iraq-Turkey pipeline, DRA is injected downstream from each of the 15
pump stations. The injections of 40–50 ppm of DRA at each pump station allowed
for an increase in throughput to 1 million BPD from a base flow of 0.7 million
BPD.
A similar application of DRA has been undertaken to oil being pumped from
the offshore platforms to shore facilities (217). Since 1983, some pipelines have
used DRA for pipeline transportation of refined petroleum products (213). Treated
fluids include gasoline, diesel, heating oil, and C
4
carbon. Today, approximately
100 pipeline sites use DRA for increased throughput (213,214). Typical dose rates
for 10–30% flow improvement in these pipelines are no more than 1–2 ppm poly-
mer per injection. Tests indicate excellent drag reduction without adverse effect on
engine (218). In 1994, DRAs were 14 times more effective than the initial material
used in TAPS in 1980.
The rapid and completely dissolving formulation will increase DRA effec-
tiveness and improve application predictability. In addition, the incorporation of
DRA into the design status of new pipeline construction deserves consideration
for either downsizing pipes or reducing the number of pumping facilities.
Applications of Drag-Reducing Agents in Agriculture.
Drag-
reducing polymers reduce the drag in a turbulent flow and increase the drag
in laminar flow because of an increase in shear viscosity. This feature of drag-
reducing polymers has been utilized in reducing the energy requirement of
sprinkler irrigation system in which the flow is in turbulent region in laterals,
risers, and jets. Their use also increases the throughput and the area of cover-
age of sprinkler irrigation system (33,44,219–226). Water containing the drag-
reducing polymers percolates slowly in the soil. This is due to increased shear
and elongation viscosities of aqueous polymer solutions. The increased elonga-
tional viscosity produces a higher resistance in the porous media flow in the soil.
Utilizing this aspect, a slow-release urea has been developed by blending urea
with guar gum (33,223), which has boosted yields of wheat and paddy by 20–
25% in field trials at IIT Kharagpur. It also increased the yield of vegetables
such as cauliflower and brinjal in another field trial done in IHRI, Ranchi, India
(227).
As guar gum is biodegradable, it does not affect the soil adversely. As a matter
of fact the residual positive effects in yield in subsequent crops have been observed
by Kar and Sahoo (228). There have been considerable developments in materials
and polymer solution injection systems in sprinkler irrigation system.
Singh and co-workers (229,230) have developed a series of polyacrylamide
grafted polysaccharides as drag reducers which are biodegradable and shear sta-
ble. Of these, polyacrylamide grafted amylopectin has been found to be the most
effective drag reducer, and it reduces percolation losses most effectively by 50%
at a concentration of 100 ppm.
In most of the reported investigations on sprinkler irrigation system, homo-
geneous drag reduction has been used in which the drag-reducing polymers are
dissolved in the inlet source itself. In field conditions, the main water source for
sprinkler irrigation can be tubewell, open well, reservoir, or a running stream
or canal. In case of such sources, the polymer solution is required to be in-
jected either at the inlet or outlet of the main pump. As evident from Fig-
ure 10, outlet injection is most effective as the drag-reducing polymers are not
554
DRAG REDUCTION
Vol. 9
Fig. 10.
Effect of injection method on drag-reduction characteristics of 50 ppm of poly-
acrylamide grafted amylopectin (AP-g-PAM) and 100 ppm of AP-g-PAM
Inlet;
Ventury
(224).
degraded by the centrifugal pump (231). The cost benefit analysis shows that
using drag-reducing polymers in sprinkler irrigation allows reduction in the
pipe diameter and the power of centrifugal pump, which reduces the installa-
tion costs as well as the energy required. The reduction in the percolation losses
Vol. 9
DRAG REDUCTION
555
brings down the amount of water needed. This integrated technology is impor-
tant for all those countries in the world which suffer from a shortage of water
(23).
Storm Sewer Augmentation.
Many sewers face overloading for a short
duration during storms or heavy rains or because of increase in catchment area
over the years owing to continued development. The capacity of sewers can be
increased by drag-reducing polymer dosing. It has been shown by Sellin and co-
workers (15) that the capital cost of dosing installations, recurring cost of polymers
and maintenance, etc, are much lower than the capital cost involved in laying down
a new sewer of 381-mm diameter in place of the existing 305-mm diameter sewer
(in the rate of 1:15 according to prices in 1979). Fully automatic polymer dosing
stations have already been installed in Buchman Creek (Dallas, Tex.) and Knowle
(Bristol, U.K.). In these installations, drag-reducing polymer powder poly(ethylene
oxide) water slurry is injected in the sewer. Bewersdorff and co-workers (232,233)
showed that polyacrylamide suspensions (SEDIPUR AL436 containing 25% ac-
tive material PAM by weight) can be injected economically to enhance the out-
put of a sewer in Dortmund (Hohensyburg Sewer). During storms, 20–30 ppm of
poly(ethylene oxide) or polyacrylamide can augment the flow capacity by 20–30%;
economic feasibility studies together with 5-year data from an automatic dosing
station (234) demonstrate that this is a viable and practical solution to many
flooding situations.
Conclusions and Future Scope
The origin of drag-reducing polymers still remains enigmatic though consider-
able progress has been made in understanding it at the molecular level. Now it is
possible to measure the extensional viscosity and other rheological properties of
drag-reducing polymers at drag-reducing concentrations. The numerical simula-
tions are also revealing other facets of the turbulent drag reduction phenomenon.
Various molecular models such as FENE-P are being tested. As has been pointed
out by Zhou and Akhavan (235), the most promising approach to accurate com-
putation of polymer drag reduction at present is through stochastic simulations.
However, on the application side, drag-reducing polymers are being used, as a
routine practice, in crude oil and other petroleum product transport. The most
prominent application seems to be yet realized in agriculture (236). On the ma-
terials side, the hydrolyzed and nonhydrolyzed grafted polysaccharides seem to
have a bright future, because these materials have not only distinguished drag-
reducing characteristics in turbulent flow of water but also distinguished floccu-
lation and viscosifying attributes. Cationic surfactants seem to offer a shear- and
heat-resistant material for district heating and cooling systems (31,34). Further
research to identify a stable, low toxicity, and rapid biodegrading surfactant drag-
reducing system is being focused for the coming decades (31,42,237–241). Biomed-
ical applications of drag-reducing polymers also have a very bright future. In the
years to come, turbulent drag reduction would remain an exotic field of research
and applications.
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DRAG REDUCTION
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Indian Institute of Technology