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Applied Mathematical Sciences, Vol. 9, 2015, no. 100, 4957 - 4970 HIKARI Ltd, www.m-hikari.com http://dx.doi.org/10.12988/ams.2015.56451 Mechanical Model of the Turbulence Generation in the Boundary Layer Arkadiy Zaryankin National Research University “Moscow Power Engineering Institute” Krasnokazarmennaya str. 14, Moscow, Russian Federation Andrey Rogalev National Research University “Moscow Power Engineering Institute” Krasnokazarmennaya str. 14, Moscow, Russian Federation Copyright © 2015 Arkadiy Zaryankin and Andrey Rogalev. This article is distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. Abstract Contemporary commercial software suites for computation of fluid dynamics are based on numerical solutions of unclosed motion equations proposed by Osborne Reynolds. Closure of these equations is achieved by the application of various semi-empirical or phenomenological turbulence theories. However, the mechanism responsible for the destruction of a laminar (layered) flow has no physical description so far. This submission reviews the mechanical model of transition to a turbulent flow based on Helmholz’s theorem for a generalized motion of a fluid element. Keywords: turbulence, turbulence model, boundary layer 1 Introduction The proliferation of commercial software suites for computation of fluid dynamics (CFD) software suites intended for simulating flows of various media in various channels has brought about the illusion that almost all important problems involving flows of liquid and gaseous media can now be solved. This stance had removed much of the motivation for continued development of theoretical fluid dynamics, precipitating a wind-down of experimental research

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Applied Mathematical Sciences, Vol. 9, 2015, no. 100, 4957 - 4970

HIKARI Ltd, www.m-hikari.com http://dx.doi.org/10.12988/ams.2015.56451

Mechanical Model of the Turbulence

Generation in the Boundary Layer

Arkadiy Zaryankin

National Research University “Moscow Power Engineering Institute”

Krasnokazarmennaya str. 14, Moscow, Russian Federation

Andrey Rogalev

National Research University “Moscow Power Engineering Institute”

Krasnokazarmennaya str. 14, Moscow, Russian Federation

Copyright © 2015 Arkadiy Zaryankin and Andrey Rogalev. This article is distributed under

the Creative Commons Attribution License, which permits unrestricted use, distribution, and

reproduction in any medium, provided the original work is properly cited.

Abstract

Contemporary commercial software suites for computation of fluid dynamics are

based on numerical solutions of unclosed motion equations proposed by Osborne

Reynolds. Closure of these equations is achieved by the application of various

semi-empirical or phenomenological turbulence theories. However, the

mechanism responsible for the destruction of a laminar (layered) flow has no

physical description so far.

This submission reviews the mechanical model of transition to a turbulent flow

based on Helmholz’s theorem for a generalized motion of a fluid element.

Keywords: turbulence, turbulence model, boundary layer

1 Introduction

The proliferation of commercial software suites for computation of fluid

dynamics (CFD) software suites intended for simulating flows of various media in

various channels has brought about the illusion that almost all important problems

involving flows of liquid and gaseous media can now be solved.

This stance had removed much of the motivation for continued development

of theoretical fluid dynamics, precipitating a wind-down of experimental research

4958 Arkadiy Zaryankin and Andrey Rogalev

and sometimes prompting outright neglect of any experimental testing for

computational results.

Whenever these results contradicted any sporadic bits of experimental data,

the discrepancy was explained either by suboptimal choice of computation grids

or by constraints of the particular turbulence “theory” in use. The latter

circumstance has led to the emergency of poorly substantiated or completely

unsubstantiated turbulence “theories” over the recent years, yet no one dares to

question whether the initial unclosed set of differential equations does correctly

describe the flow of the working medium at hand.

However it is the validity of the initial assumptions that is ultimately

responsible for the reliability of results of computations.

The issue is further complicated by the fact that flow patterns of working

media flowing through various channels are highly diverse, and hardly any single

set of differential equations could describe it adequately.

Therefore, for example, the flow of liquid or gaseous media through a Laval’s

nozzle features the formation of a laminar or laminar-turbulent boundary layer at

its inlet confusor side. Outside of this layer, the flow, unperturbed by viscosity

forces, appears to be close to the potential flow.

Around the narrow passage section of the nozzle, where the transition from

confusor to the diffusor flow takes place (in case of subsonic velocities), there are

very strong perturbations prompting either a detachment of the flow from walls or

its localized (wall-side) additional turbulization with subsequent drop of pressure

pulsations in the direction of the main flow. If the transition to diffusor flow

pattern is not accompanied by the detachment of the flow from the streamlined

surface, the flow beyond the boundary layer remains virtually identical to

potential flow that, for an uncompressible fluid, is described by Euler’s motion

equations. For laminar boundary layers, high-precision computations can be

performed using Navier-Stokes’ equations or the simpler Prandtl’s equations for

boundary layer. Finally, Reynolds’ equations (or averaged Navier-Stokes’

equations) will hold for the turbulent boundary layer. In other words, the three

various flow patterns necessitate the use of three different sets of equations.

A further complication for the real situation in the “classical” channel at hand

is that, as the flow approaches the narrow section of Laval’s nozzle, it

significantly accelerates locally (close to the wall) in the confusor part, matched

by a similarly intense slowdown of flow as it passes into the diffusor part of the

channel.

As shown in [3], the local acceleration of the flow in the confusor part in case

of a turbulent boundary layer leads to its laminarization (a drop in the

completeness of velocity profile) and subsequent detachment of the boundary

layer from the streamlined surface upon transition into the diffusor flow area.

It is very impossible to describe the boundary layer laminarization process

with the equations mentioned above.

This structural non-uniformity of the flow occurs virtually in any channel, and

no single set of differential equations (such as unclosed Reynolds’ equations)

would suffice to describe it reliably.

Mechanical model of the turbulence generation in the boundary layer 4959

In essence, Reynolds’ equations will not lead to an unambiguous solution even

with a completely turbulent flow. The following is noted in [13] with regard to

that: “Turbulent motion equations always appear as unclosed, therefore problems

of the turbulence theory cannot generally be reduced directly to determining the

single solution of some differential equation (or equations) specified by known

initial and boundary values.”

Nevertheless, almost all commercial software is based on unclosed Reynolds’

equations relying on “novel” turbulence theories for closure.

Their justification in physics is no better than that of classical semi-empirical

turbulence theories put forward by Prandtl, Karman, Taylor, Kolmogorov and

Obukhov.

Therefore, it would be reasonable to recapitulate the physical nature of the

causes of turbulent flows and make an endeavor at representing at least qualitative

pattern of these flows’ origination.

2 The mechanical model of turbulence origination

Numerous experimental studies have identified the major factors influencing

the transition from laminar to turbulent flow in boundary layer [5, 7, 8, and 12].

These include the ruggedness of streamlined surface, flow turbulence at the

exterior of surface layer, and effective longitudinal pressure gradient.

However, as Reynolds numbers increase, even the maximum negative

influence of said factors fails to prevent the development of a turbulent boundary

layer [9, 14, 16, 18, and 19].

This statement is confirmed theoretically by a number of mathematical studies

of Navier-Stokes equations in terms of their resilience to various perturbing

factors [11, 15].

The fundamental problem of fluid dynamics related to the emergency of

turbulent flows is establishing the relationship between additional stresses arising

in the turbulent flow and averaged velocity components. Both classical and

numerous emergent turbulence theories are aimed at identifying this relationship.

At the same time, the physical mechanism responsible for the appearance of

turbulence remains largely hidden. This situation is most accurately described by

G. Schubauer and M. Tchen [17] whose statements are worth citing in full.

“Turbulence arises irrespective of the shape of boundary surfaces. The root

cause is the mechanism that excites the motion of particles in the directions other

than that in which they are sheared. This very mechanism should be sought by us

inside the flow itself.”

“According to contemporary data, the initial spike of turbulence appears

spontaneously as perturbations lead to disintegration of the laminar flow pattern.”

“We will only concern ourselves with sheared flows. This is because only this

kind of flows is capable of bringing forth and sustaining turbulent pressures?”

“If rather the turbulence is discovered in a flow devoid of any notable tange-

4960 Arkadiy Zaryankin and Andrey Rogalev

ntial pressures, the respective turbulent motions would comprise disintegrating

remnants of sheared flows originating at some point upstream.”

These considerations lead to the following conclusions:

1. The mechanism of transition from laminar to turbulent flow is external rather

than internal to the flow.

2. Turbulence arises spontaneously.

3. Sheared flows are a necessary condition for turbulence.

Based on the foregoing conclusions, it can be postulated that the existence of

two flow patterns in fluids owes itself to the capacity of these fluids to allow a

slight deformation of their liquid elements.

This capacity is reflected in the well-known Helmholz’s theorem that claims fluid

motion (in contrast to solids motion) to be comprised by three rather than two

motion components: translational, rotational and deformational (the latter missing

in the case of motion of solids).

For laminar flow, the translational motion is determined by the velocity vector

vjuic , the rotational motion is determined by the rotational speed

1( )

2xy

v u

x y

, and the deformational motion of a laminar fluid element is

determined by the angular deformation velocity1

( )2

xy

v u

x y

.

Within the boundary layerv u

x y

, therefore it can be assumed with a

relatively small margin of error that and are equal to1

,2

z

u

y

1

2z

u

y

, accordingly.

The change in the transversal velocity gradient in any boundary layer section

causes a change in the angular deformation velocity for an elementary fluid

element. At the same time, the center of rotation of this fluid element tries to

maintain its original position while the deformational motion displaces the center

of elemental mass from the center of rotation by е . Figure 1 shows a graphical

representation of this process for a flat “liquid” element.

Mechanical model of the turbulence generation in the boundary layer 4961

Fig. 1: Liquid element deformation diagram

If, at the initial point in time, the liquid element is shaped as an elementary

rectangle with sides measuring dx and dy , and its center of rotation (the point a )

matches its center of mass (the point b ), then, at any angular velocity ( 0 ), the

rotation and deformation will cause the rectangular shape of the element to change

its configuration after the passage of time dt (the new configuration is shown in

Figure 1 with dashed lines). As a result, the center of rotation (the point a )

maintains its position while the center of mass (the point b ) becomes displaced

into the position lb by a distance of e, prompting the emergency of a centrifugal

force dR equal to

edmdR 2 (1)

At low angular deformation velocities z (smaller lateral velocity gradient

dudy

) viscosity forces will act to offset the arising eccentricity e , naturally

“balancing” the rotating elementary particles of liquid. In this sense the laminar

flow mode comprises a “balanced” flow condition. When angular deformations of

elementary “liquid” volumes accelerate, molecular friction forces become

insufficient to compensate for the additive force dR , causing the “liquid” element

at hand to depart from its flow line, dragging with it a portion of fluid within the

circle circumscribed by the rotation of the center of mass (point b in Figure 1)

around the center of rotation (point a in Figure 1). The liquid within the circle

with the radius e forms the original vortex core that already rotates in accordance

х

у

dy

dx

a,b

ωz

dR

bl e

4962 Arkadiy Zaryankin and Andrey Rogalev

with the laws for solid bodies while the flow remains laminar. (In a real

three-dimensional flow this is already the original 3D vortex core).

For a laminar liquid flow the elementary mass of liquid dm shown in Figure

1 would be equal to

ldxdydm (2)

Then, the force eldxdydR 2 , and sites lying parallel to the x-z plane

will be exposed to an additive tension τ equal to

2

z

dRe dy

dx l

(3)

Considering that 1

2z

u

y

and assuming the linear value of

leconstdy , we end up formally with the L . Prandtl’s formula for turbulent

motions in a sheared flow

2

2 dul

dy

(4)

In this case, the linear dimension econstl depends directly on the

angular deformation velocity z and, as a consequence and in contrast to the

“displacement length” l in L . Prandtl’s formula, it peaks out relative to the

boundary layer near the wall and tends toward zero at the outer boundary of said

layer.

In line with the foregoing and in accordance with M.E. Zhukovsky’s theorem,

the emergent primary discrete vortex cores in the flow are affected by a force

perpendicular to the translational velocity of the liquid. This force promotes

intense ejection of particles from boundary layer areas adjacent to walls, resulting

in a similarly intense traversal motion of fluid particles toward streamlined

surfaces.

When there is a transversal liquid transfer at the wall, the transversal velocity

gradient dudy

rises sharply, causing the laminar flow mode to be destroyed in a

burst. That is, the turbulent flow is an illustrative example of an unbalanced flow

where a relatively narrow zone close to the walls is the origin of a rather intense

turbulence. The role of this turbulence generation zone has so far been largely

unexplored in scientific literature although it is responsible for and explanative of

a number of known empirical facts.

In particular, studies concerning the effect of external turbulence on the

friction factor have failed to identify any clear regularity as long as the degree of

Mechanical model of the turbulence generation in the boundary layer 4963

external turbulence stood within E0 = 5-6%. Only at E0 > 6% did the factor

increase [2].

3 Shielding feature of turbulence origination area in turbulent

boundary layer

High turbulence level in near wall area of flow damps outside disturbance

considerably. Therefore, it is an original screen, which is defending flowed

surfaces from mentioned disturbance.

Such a pattern is quite natural considering the structure of the boundary layer

described above. The turbulence generation area is a reliable “baffle” shielding

the zone adjacent to walls from external perturbations. In other words, as long as

external turbulence remains smaller than the turbulence generated by the

boundary layer itself, liquid flow conditions immediately at the wall remain

unchanged. These conditions only begin to change when external perturbations

become commensurate with pulsations in the layer adjacent to the wall. This

situation can be rarely seen in practice as any artificially created turbulence will

decay rapidly, declining to within 4-5% of its former magnitude at relatively small

distances from the origin of the turbulence.

Thus, the turbulence generation area screens the wall from external

perturbations, reducing the potential level of dynamic loads.

Protective properties of the boundary layer should be visible not only in the

delay of external perturbations but also in the protection of the external flow

against perturbations progressing from the wall.

The proof of this proposition calls for a review of findings from studies of

boundary layer on vibrating surfaces [10, 20]. In these experiments the surface

where boundary-layer measurements were made has been made to vibrate at a

fixed frequency using an actuator adjustable between 0 and 500 Hz. Findings

from these tests are summarized in Figure 2 showing the velocity profile and the

distribution of relative turbulence degrees in the cross-section of the boundary

layer.

The maximum turbulence in case of vibrations’ absence ( 0)f was used as a

scale value for the degree of turbulence. Quite visibly, perturbations progressing

from the wall only modify the velocity profile in a narrow zone at the wall. The

outer part of the boundary layer remains unchanged at all frequencies. Nor does

the distribution of turbulence degrees across the boundary layer show any

variation.

These findings justify a completely new assessment of the role played by the

boundary layer. Until now, this layer was only viewed as the source of energy

losses and as an immediate cause of detachment of flow from streamlined surfaces.

However, findings reported by us render this description inexhaustive.

The model relied upon to explain the destruction of laminar boundary layer is

in full agreement with experimental data at hand.

For example, Figure 3 (curve #1) plots data [15] illustrative of the nature of

change in the degree of turbulence across the boundary layer.

4964 Arkadiy Zaryankin and Andrey Rogalev

In the area adjacent to the wall, where the lateral velocity gradient reaches its

maximum, the degree of turbulence similarly peaks out at 8%, declining to zero

over a distance 30% greater than the thickness of the boundary layer (the 30%

decay zone for turbulence generated in the boundary layer).

Therefore, the model at hand has the presence of transversal velocity gradients

in the stream as the necessary condition of turbulence generation. Unless this

condition is met, any turbulence will decline somewhat rapidly under the

influence of molecular viscosity forces. It follows that Reynolds’ equations are

only applicable within the turbulent part of the boundary layer.

Fig. 2: Distribution of relative speedmax

uuu

and relative turbulence degree

max

EEE

in the cross-section of the boundary layer

4 Laminar sublayer in a turbulent boundary layer

Now it would be reasonable to address another widespread hypothesis of a

certain laminar sublayer between the streamlined wall and the turbulent boundary

layer.

This hypothesis has been initially put forward to confer physical sense to the

logarithmic velocity profile in the turbulent boundary layer that results from integ-

Mechanical model of the turbulence generation in the boundary layer 4965

rating the equation (4) provided that the turbulent friction tensionT remains

unchanged across the boundary layer while the linear dimension l (the

displacement distance in L . Prandtl’s interpretation) is linearly related to the

transversal coordinate y ( )l ky .

The introduction of the laminar sublayer hypothesis has made it possible to

reject the single boundary condition of zero flow velocity at streamlined surface

(the sticking hypothesis) in favor of a condition calling for the equality of

velocities at the outer boundary of the laminar sublayer and inner boundary of the

turbulent sublayer.

This shifting of the lower boundary of the turbulent boundary layer, besides

appearing rather logical, eliminates a logarithmic peculiarity at a streamlined wall

(at 0,y u ).

Many papers [1, 4, and 6] on problems of computations in the turbulent

boundary layer justify the linearity of change in displacement path length with

increasing transversal coordinate y by invoking the physical impossibility of

velocity pulsations at the wall, this circumstance being an indirect confirmation

that the laminar sublayer is real.

So, for instance, [15] states that tensions of apparent turbulent friction is the

immediate vicinity of a wall are low compared to viscous tensions of laminar flow.

It follows from here that any turbulent flow behaves mostly like a laminar flow in

the thinnest layer lying immediately close to the wall. Velocities in this narrow

layer – called the laminar sublayer – are so small that velocity forces overwhelm

inertial forces here. This means that no turbulence can arise.

However, a question remains to be answered then: what was measured by

low-inertia pressure sensors mounted on streamlined walls? Absent velocity

pulsations, there could be no pressure pulsations either. However, pressure

oscillograms plotted by low-inertia sensors mounted on walls are consistent with

pressure pulsations of a sufficiently high amplitude. The only attempt to address

this question is made in [10] by invoking turbulent motion of liquid in the

laminary layer (therefore the generally accepted term, “laminary sublayer”,

becomes an inopportune choice). The only similarity with laminar motion is that

the average velocity in this case obeys the same distribution as the true velocity of

a laminar flow would, ceteris paribus. Of course, there is no clear-cut boundary

separating the viscous sublayer from the rest of the flow; the notion of a viscous

sublayer is qualitative in this sense.

These considerations reinforce the physical justification of the turbulence

generation model described above to the detriment of the validity of the laminar

sublayer hypothesis. Any experimental attempts at proving the existence of a

laminary sublayer by measuring velocity pulsations in transversal cross-sections

of the boundary layer directly may better serve as proofs of absence thereof, as

velocity pulsations remain sufficiently high at distances as short as 30 100 m

4966 Arkadiy Zaryankin and Andrey Rogalev

from the wall. In this sense, findings from measurements of velocity pulsations in

the boundary turbulent layer reported in [15] and plotted in Figure 3 are the most

instructive.

Fig. 3: Distribution of turbulent velocity pulsations in a boundary layer on a

lengthwise streamlined plate

All RMS pulsations of velocity components , ,u v w within the boundary layer

in this case are related to the average velocity u at its outer boundary (curves #1,

#2, #3). In addition, the curve #4 illustrates the varying correlation of pulsational

velocity components ' 'u v across the boundary layer at in the case at hand and,

consequently, the change of frictional tension in this layer.

Relationships illustrated above testify to a pronounced increase in relative

pulsations of all velocity components toward the streamlined surface up to the

point of physically touching its wall. Notably, longitudinal pulsations defined by

curve #1 in Figure 3 experience the greatest upward gradient near in the area

adjacent to the wall. For laminar flows, this relationship comprises a variation in

turbulence degree iE in the cross-section of the boundary layer

u

uEi

2'

. At

a distance y from the wall equal to 0.0052y ( being the boundary layer

thickness) the measured turbulence peaks out at more than 10%.

Mechanical model of the turbulence generation in the boundary layer 4967

At 0.0015y i.e. virtually at the wall (at 20 , 30mm y m ,

comparable to the ruggedness of a thoroughly machined wall), turbulence stood at

6% (see the callout in Figure 3). The wall is also where the maximum relative

correlation occurs between the pulsational velocity components u and v (curve

#4) determining the turbulent friction tension.

All these findings are in a full agreement with the turbulence model described

earlier whereby the linear dimension l enters the equation (4) determining

tangential tension in a turbulent flow as a function of angular deformation of

liquid particles ( )u

y

. As this velocity reaches its maximum at the wall,

correlations of velocities ', 'u v and pressure pulsations similarly reach their

maxima.

In fact, the foregoing data, together with Laufer’s experiments [15],

significantly undermines the practical legitimacy of the laminar sublayer

hypothesis underlying all previous attempts at using L . Prandtl’s formula as a

proxy for the real pattern of variations of several unknown quantities entering this

formula.

5 Conclusions

1. The model of laminar flow destruction in the boundary layer has been

justified physically based on generalized Helmholz’s liquid flow theorem

emphasizing the significant role that the deformational motion of fixed liquid

elements plays in contrast to solid bodies.

2. If an angular velocity vector is present in the liquid, angular deformations

will cause the center of rotation of “liquid” elements to try to maintain its initial

position even as the center of mass would be displaced relative to the center of

rotation, bringing about an elemental centrifugal force working to drag this

element away from its stationary flow line. At small Reynolds’ numbers this force

would be dampened by molecular viscosity forces, while at greater Reynolds’

numbers the “liquid” elements of working fluids no longer hold to their stationary

flow lines, and the flow becomes random (turbulent) in character.

3. It has been shown that the proposed model of transition from a laminar

boundary-layer flow to a turbulent mode makes it easy to arrive at L . Prandtl’s

well-known formula linking turbulent frictional tension with average velocity. In

this case, the linear dimension l going into this formula would be interpreted not

as an agitation path but rather as a value determined by the angular deformation

velocity of “liquid” elements.

Acknowledgements. This study conducted by National Research University

“Moscow Power Engineering Institute” has been sponsored financially by the

4968 Arkadiy Zaryankin and Andrey Rogalev

Russian Science Foundation under Agreement for Research in Pure Sciences and

Prediscovery Scientific Studies No. 14-19-00944 dated July 16, 2014.

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4970 Arkadiy Zaryankin and Andrey Rogalev

Received: July 6, 2015; Published: July 27, 2015