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On the shear stress function and the critical value of the Blasius problem

Abstract

The Blasius problem has been used to describe the steady two-dimensional flow of a slightly viscous incompressible fluid past a flat plate moving at a constant speed β; and it is well known that there exists the critical value β <0 such that it has at least one solution for each β β and has no positive solution for β< β . The known numerical result shows β 0.3541. In this paper, by the study of the integral equation equivalent to the Blasius problem, we obtain the relation between the velocity function f and the shear stress functions f , upper and lower bounds of f and a new lower bound of β . In particular, 27 4 /9 f 3 /3, β >0.45. Regarding β , previous results presented a lower bound −0.5 and an upper bound −0.18733.

1 Introduction

The Blasius problem [1] arising in the boundary layer problems in fluid mechanics

f (η)+f(η) f (η)=0on [0,)
(1.1)

subject to the boundary conditions

f(0)=0, f (0)=βand f ()=1,
(1.2)

has been used to describe the steady two-dimensional flow of a slightly viscous incompressible fluid past a flat plate. It also arises in the study of the mixed convection in porous media [2], where η is the similarity boundary layer ordinate, f(η) is the similarity stream function, f (η) and f (η) are the velocity and the shear stress functions, respectively. The case of β<0 corresponds to a flat plate moving at a steady speed opposite to that of a uniform mainstream [3].

Regarding the analytic study of the Blasius problem (1.1)-(1.2), Weyl [4] proved that (1.1)-(1.2) has one and only one solution for β=0; Coppel [5] studied the case of β>0; the cases of 0<β<1 [6] and β>1 [7] were also investigated, respectively. Also, see [8]. In 1986, Hussaini and Lakin [9] indicated that there exists a critical value β <0 such that (1.1)-(1.2) has at least a solution for β β and no solution for β< β . A lower bound was presented with β 1/2=0.5 and numerical results showed β 0.3541 [9]. In 2008, Brighi, Fruchard and Sari [10] summarized historical study on the Blasius problem and analyzed the case β<0 in detail, in which the shape and the number of solutions were determined. In 2010, Yang [11] obtained an upper bound β <18733/ 10 6 =0.18733. The Blasius problem is a special case of the Falkner-Skan equation, for β=0, we may refer to [1215] for some recent results on the Falkner-Skan equation.

An open question is: What exactly is β ? And what properties does the shear stress function f (η) have? To our knowledge, there is little study on it. By the study of the integral equation that is equivalent to the Blasius problem, in this paper, we present the relation between f and f , upper and lower bounds of f and new lower bounds of β . In particular, 27 4 /9 f 3 /3, β >0.45.

2 Upper and lower bounds of f

Noticing the basic fact in [10] that if f is a solution of (1.1)-(1.2), then f >0 for η[0,), we use the so-called Crocco transformation [9, 10], which consists of choosing t= f as an independent variable and expressing z= f as a function of t, to change (1.1)-(1.2) to the Crocco equation [10]

d 2 z d t 2 = t z ,βt<1
(2.1)

with the boundary conditions

z (β)=0,z(1)=0.
(2.2)

Integrating (2.1) from β to t, we have by (2.2)

z (t)= β t s z ( s ) dson [β,1).
(2.3)

Integrating (2.3) from t to 1, we obtain the following integral equation that is equivalent to (1.1)-(1.2) [10, 11]:

z(t)= t 1 s ( 1 s ) z ( s ) ds+(1t) β t s z ( s ) ds:=Az(t)+(1t)Bz(t),
(2.4)

where z(t)C[β,1] and z(t)>0 for t[β,1).

Since β 1 2 , our work is restricted to the case of 1 2 β<0 and begins with the following lemma.

Theorem 2.1 Let z be a solution of (2.4), then

  1. (i)

    z h ( β ) ;

  2. (ii)

    β 3 3 z z(0) 3 h ( β ) + β 3 3 h ( β ) , where z=max{z(t):t[β,1]}, h(β)= 1 3 (13 β 2 2 β 3 ).

Proof Let t ˜ [β,1] such that z=z( t ˜ )=max{z(t):t[β,1]}. By (2.3), we know z (t)>0 for t(β,0], and then z(t) is strictly increasing (β,0]. This, together with z( t ˜ )>0, implies 0< t ˜ <1. From (2.1), we know z (t)z(t)=t. Integrating this equality from β to t ˜ , we have

β t ˜ z (s)z(s)ds= β t ˜ sds= t ˜ 2 β 2 2 .

Noticing that z ( t ˜ )= z (β)=0, we obtain

β t ˜ z (s)z(s)ds= z (s)z(s) | β t ˜ β t ˜ z 2 (s)ds= β t ˜ z 2 (s)ds0.

Consequently, |β| t ˜ .

  1. (i)

    From z ( t ˜ )= β t ˜ s z ( s ) ds=Bz( t ˜ ), we know Bz(t)Bz( t ˜ )=0 for t[ t ˜ ,1). This implies Az(t)z(t), t[ t ˜ ,1).

By A z(t)= t ( 1 t ) z ( t ) , we have

Az(t) ( A z ( t ) ) z(t) ( A z ( t ) ) t(1t)for t[ t ˜ ,1).
(2.5)

Noticing that z( t ˜ )=Az( t ˜ ) and z(1)=0, integrating (2.5) from t ˜ to 1, we have by |β| t ˜

z 2 = [ A z ( t ˜ ) ] 2 2 t ˜ 1 s ( 1 s ) d s 2 | β | 1 s ( 1 s ) d s = 1 3 ( 1 3 β 2 2 β 3 ) = h ( β ) .
  1. (ii)

    Integrating (2.3) from β to 0, we have

    z(0)= β 0 Bz(t)dt+z(β) β 0 β t s z dsdt+z(β) β 3 3 z ,

which implies that the left inequality of (ii) holds.

Noticing that |β| t ˜ and utilizing (2.1) and (2.2), we know

z( t ˜ )z(0)= 0 t ˜ t t ˜ s z ( s ) dsdt 0 | β | t | β | s z dsdt= β 3 3 z .

And then z(0)z+ β 3 3 z h ( β ) + β 3 3 h ( β ) = 3 h ( β ) + β 3 3 h ( β ) . Hence, (ii) holds. □

Let

l(t)= { 1 6 h ( β ) ( t + t 2 2 β 3 ) ( 1 t ) , t [ 0 , 1 ] , 1 6 h ( β ) ( 3 β 2 t t 3 2 β 3 ) , t [ β , 0 )

and

u(t)= { 3 h ( β ) ( 2 ln 2 1 + t + ( 1 t ) ln 1 + t 1 t ) , t [ 0 , 1 ] , 6 h ( β ) + 2 β 3 + 3 β 2 t t 3 3 h ( β ) , t [ β , 0 ) .

Utilizing Theorem 2.1, we can obtain upper and lower bounds of z as follows.

Theorem 2.2 Let z be a solution of (2.4), then l(t)z(t)u(t) for t[β,1].

Proof For t[β,0), we have by (2.3) and Theorem 2.1(i)

z (t)=Bz(t) β t s h ( β ) ds= β 2 t 2 2 h ( β ) on [β,0).
(2.6)

From this, we have

z(t) β t β 2 s 2 2 h ( β ) ds+z(β) 1 6 h ( β ) ( 3 β 2 t t 3 2 β 3 ) .

Hence, z(t)l(t) for t[β,0).

For t[0,1], let ε>0, we define a function h ε (t) as follows:

h ε (t)= 1 z + ε ( β 3 3 ( 1 t ) + 0 1 G ( t , s ) s d s ) for t[0,1],

where G(t,s) is the Green function for w (t)=0 with boundary conditions w(0)=0=w(1) defined by

G(t,s)= { t ( 1 s ) , 0 t s 1 , s ( 1 t ) , 0 s t 1 .
(2.7)

Next, we prove z(t) h ε (t) for t[0,1].

In fact, if there exists t 0 [0,1] such that z( t 0 )< h ε ( t 0 ), since h ε (1)=0=z(1), h ε (0)= β 3 3 ( z + ε ) < β 3 3 z z(0) by Theorem 2.1(ii), then t 0 (0,1) and there exists an interval (a,b)(0,1) such that

t 0 (a,b),z(t)< h ε (t)for t(a,b),z(a)= h ε (a),z(b)= h ε (b).

Let φ(t)= h ε (t)z(t), then φ(a)=0=φ(b) and φ( t 0 )>0. Let ξ(a,b) such that φ(ξ)=max{φ(t):t[a,b]}, then φ (ξ)0. On the other hand, we know easily that

φ (t)= h ε (t) z (t)= t z + ε + t z ( t ) >0for t(a,b).

Then φ (ξ)>0, a contradiction.

Taking ε0, we have

z(t) 1 z ( β 3 3 ( 1 t ) + 0 1 G ( t , s ) s d s ) for t[0,1].

Since 0 1 G(t,s)sds= ( t + t 2 ) ( 1 t ) 6 , we have

z(t) 1 6 z ( t + t 2 2 β 3 ) (1t).
(2.8)

Theorem 2.1(i) leads to

z(t) 1 6 h ( β ) ( t + t 2 2 β 3 ) (1t)=l(t)for t[0,1].

Finally, we prove z(t)u(t). For t[β,0), integrating (2.6) from t to 0, we obtain z(0)z(t) t 3 3 β 2 t 6 h ( β ) . Then by Theorem 2.1(ii),

z(t)z(0) t 3 3 β 2 t 6 h ( β ) 3 h ( β ) + β 3 3 h ( β ) t 3 3 β 2 t 6 h ( β ) =u(t).

For t[0,1), since z(t)l(t) 1 6 h ( β ) (t+ t 2 )(1t):= l 0 (t), we have

z ( t ) t 1 s ( 1 s ) z ( s ) d s + ( 1 t ) 0 t s z ( s ) d s t 1 s ( 1 s ) l 0 ( s ) d s + ( 1 t ) 0 t s l 0 ( s ) d s = 6 h ( β ) ( t 1 1 1 + s d s + ( 1 t ) 0 t 1 1 s 2 d s ) = 3 h ( β ) ( 2 ln 2 1 + t + ( 1 t ) ln 1 + t 1 t ) = u ( t ) .

 □

Combining Theorems 2.1 and 2.2, we obtain

Corollary 2.1 Let z be a solution of (2.4), then h ( β ) 4 l ( 3 + 6 β 3 3 ) z h ( β ) . In particular, 27 4 9 z 3 3 .

Proof Let g β (t)=(t+ t 2 2 β 3 )(1t), by (2.8), we have z(t) 1 6 z g β (t) on [0,1]. From g β ( t ˆ )=0, we obtain t ˆ = 3 + 6 β 3 3 , and then max{ g β (t):t[0,1]}= g β ( 3 + 6 β 3 3 ). Hence, z 1 6 z g β ( 3 + 6 β 3 3 ). This, together with g β ( 3 + 6 β 3 3 )=6 h ( β ) l( 3 + 6 β 3 3 ), implies z h ( β ) 4 l ( 3 + 6 β 3 3 ) . The right hand is from Theorem 2.1(i).

Since h(σ)h(0)= 1 3 for σ0, hence z h ( 0 )= 3 3 .

Since g β (t)t(1+t)(1t):= g 0 (t) for t[0,1], by g 0 ( t ˆ )=0, we have t ˆ = 3 3 . Hence, max{ g 0 (t):t[0,1]}= g 0 ( t ˆ )= 2 3 9 . By (2.8), we obtain

zz(t) g 0 ( t ) 6 z on [0,1].

From this, we have z g 0 ( t ˆ ) 6 z = 3 27 z , i.e., z 27 4 9 . □

Based on Theorem 2.2, Corollary 2.1, f (η)=t and f (η)=z(t), we obtain the relation between the velocity function f and the shear stress functions f , upper and lower bounds of f =sup{ f (η):η[0,}.

Theorem 2.3 Let f be a solution of (1.1)-(1.2), then

  1. (i)

    l( f ) f u( f ) for η[0,);

  2. (ii)

    h ( β ) 4 l ( 3 + 6 β 3 3 ) f h ( β ) . Specially, 27 4 9 f 3 3 .

Remark 2.1 There exists very little study on the upper and lower bounds of f (η); Theorem 2.3 fills this gap. Other studies can be found in [9, 10].

3 New lower bound of β

To obtain a better lower bound of β , we first prove

Theorem 3.1 Let z be a solution of (2.4), then

β 1 (1s) z 2 (s)ds 1 1440 h ( β ) ( 60 β 6 192 β 5 + 7 ) .

Proof Firstly, we prove

| z ( t ) | | t 2 t ˜ 2 | 2 h ( β ) on [0,1].
(3.1)

Integrating (2.1) from t to t ˜ , we obtain by z ( t ˜ )=0

z (t)= t t ˜ s z ( s ) ds t t ˜ s h ( β ) ds= t ˜ 2 t 2 2 h ( β ) on [0, t ˜ ).

Integrating (2.1) from t ˜ to t, we have by z ( t ˜ )=0

z (t)= t ˜ t s z ( s ) ds t ˜ t s h ( β ) ds= t ˜ 2 t 2 2 h ( β ) 0on [ t ˜ ,1].

Hence, (3.1) holds.

From (2.6) and (3.1), we know

β 1 ( 1 s ) z 2 ( s ) d s = β 0 ( 1 s ) z 2 ( s ) d s + 0 1 ( 1 s ) z 2 ( s ) d s 1 4 h ( β ) [ β 0 ( 1 s ) ( β 2 s 2 ) 2 d s + 0 1 ( 1 s ) ( s 2 t ˜ 2 ) 2 d s ] .

By

β 0 ( 1 s ) ( β 2 s 2 ) 2 d s = 1 30 ( 5 β 6 16 β 5 ) , 0 1 ( 1 s ) ( s 2 t ˜ 2 ) 2 d s = 1 30 ( 1 5 t ˜ 2 + 15 t ˜ 4 )

and

15 t ˜ 2 +15 t ˜ 4 =15 ( t ˜ 2 1 6 ) 2 + 7 12 7 12 ,

we obtain

β 1 ( 1 s ) z 2 ( s ) d s 1 120 h ( β ) [ ( 5 β 6 16 β 5 ) + 7 12 ] = 1 1440 h ( β ) ( 60 β 6 192 β 5 + 7 ) .

 □

Let

H(β)=73480 β 2 +720 β 4 +192 β 5 380 β 6 ,β [ 1 2 , 0 ] .

Since

H ( β ) = 960 β + 2880 β 3 + 960 β 4 2280 β 5 > 960 β ( 1 3 β 2 ) > 0 on  [ 1 2 , 0 ) , H ( 9 20 ) = 4396387 3200000 < 0 , H ( 11 25 ) = 55395529 48828125 > 0 ,

then there exists a unique β ˜ ( 9 20 , 11 25 )=(0.45,0.44) such that H( β ˜ )=0, H(β)>0 for β( β ˜ ,0) and H(β)<0 for β( 1 2 , β ˜ ).

Theorem 3.2 If β β ˜ , the Blasius problem (1.1)-(1.2) has no solution and then β >0.45.

Proof The proof is by contradiction. If for some β β ˜ , (1.1)-(1.2) has a solution f and then (2.1) has a solution z. Rewrite (2.1) as follows:

( z ( t ) z ( t ) ) +t= z 2 (t).

Integrating this equality from β to t and noticing that z (β)=0, we obtain

z(t) z (t)+ β t sds= β t z 2 (s)ds.

Integrating the last equality from β to 1 and using z(1)=0, we have

1 2 z 2 (β)+ β 1 β t sdsdt= β 1 β t z 2 (s)dsdt= β 1 (1s) z 2 (s)ds.

This, together with z(β)>0 and Theorem 3.1, implies

1 3 β 2 + 2 β 3 6 = β 1 β t sdsdt> 1 1440 h ( β ) ( 60 β 6 192 β 5 + 7 ) .

Since

1 3 β 2 + 2 β 3 6 1 1440 h ( β ) ( 60 β 6 192 β 5 + 7 ) = H ( β ) 1440 h ( β ) ,

then H(β)>0, a contradiction. Hence, β > β ˜ >0.45. □

Remark 3.1 Theorem 3.2 improves the lower bound of β from −0.5 in [9] to −0.45.

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Acknowledgements

The authors wish to thank the anonymous referees for their valuable comments. This research was supported by the National Natural Science Foundation of China (Grant No. 11171046) and Scientific Research Foundation of the Education Department of Sichuan Province, China.

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Yang, G., Xu, Y. & Dang, L. On the shear stress function and the critical value of the Blasius problem. J Inequal Appl 2012, 208 (2012). https://doi.org/10.1186/1029-242X-2012-208

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