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Tiêu đề Influence of Radial Magnetic Field on the Peristaltic Flow of Williamson Fluid in a Curved Complaint Walls Channel
Tác giả Tasawar Hayat, Sadaf Nawaz, Ahmed Alsaedi, Maimona Rafiq
Trường học Quaid-I-Azam University
Chuyên ngành Physics/Fluid Mechanics
Thể loại Research Paper
Năm xuất bản 2017
Thành phố Islamabad
Định dạng
Số trang 9
Dung lượng 2,96 MB

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Thus our intention 80 here is to model the effect of radial magnetic field on peristaltic 81 transport of Williamson fluid in a curved channel with flexible 82 walls.. Influence of radia

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5

6

7 Tasawar Hayata,b, Sadaf Nawaza,⇑ , Ahmed Alsaedib, Maimona Rafiqa

Department of Mathematics, Quaid-I-Azam University 45320, Islamabad 44000, Pakistan

Nonlinear Analysis and Applied Mathematics (NAAM) Research Group, Department of Mathematics, Faculty of Science, King Abdulaziz University, Jeddah 21589, Saudi Arabia

10

1 3 a r t i c l e i n f o

14 Article history:

15 Received 20 November 2016

16 Received in revised form 12 February 2017

17 Accepted 15 February 2017

18 Available online xxxx

19 Keywords:

20 Williamson fluid

21 Curved channel

22 Radial magnetic field

23 Complaint walls

24

2 5

a b s t r a c t

26 Peristaltic transport of Williamson fluid in a curved geometry is modeled Problem formulation is

com-27 pleted by complaint walls of channel Radial magnetic field in the analysis is taken into account

28 Resulting problem formulation is simplified using long wavelength and low Reynolds number

approxi-29 mations Series solution is obtained for small Weissenberg number Influences of different embedded

30 parameters on the axial velocity and stream function are examined As expected the velocity in curved

31 channel is not symmetric Axial velocity is noticed decreasing for Hartman number Trapped bolus

32 increases for Hartman and curvature parameters

33

Ó 2017 Published by Elsevier B.V This is an open access article under the CC BY-NC-ND license (http://

34

creativecommons.org/licenses/by-nc-nd/4.0/)

35 36

37 Introduction

38 The mechanism of peristalsis has prime importance in

biome-39 chanics This mechanism occurs due to traveling wave along

flexi-40 ble walls of channel This travelling wave forces the contained fluid

41 to flow in the same direction even in absence of external involved

42 pressure gradient Various physiological materials are transported

43 through such mechanism Mention may be made to the transport

44 of urine from kidney to bladder, food from oesophagus to

gastro-45 intestinal tract, chyme through intestine, vasomotion of small

46 blood vessels, embro transport in the uterus, spermatic fluid in

47 the ductus effertenes of the male reproductive tract, ovum

move-48 ment in female fallopian tube etc Further peristalsis is well suited

49 to design many machines including dialysis machine, open heart

50 bypass machine, finger, roller and hose pumps, infusion pumps

51 etc There is widespread applications of peristalsis in the pump

52 industry for transport of corrosive and sterile materials A vast

53 use of peristalsis is due to the fact that the transported fluid does

54 not have direct contact with any moving part Because of all these

55 applications there are intensive attempts on peristalsis through

56 theoretical and experimental approaches Latham [1] and Shapiro

57 et al [2] were the first who presented pioneering research on

peri-58 stalsis of viscous fluids Afterwards many researchers worked on

59 peristalsis by considering both viscous and non-Newtonian fluids

60

via diverse aspects and assumptions Some literature on peristalsis

61

can be estimated through the references [3–23]

62

There is no doubt that magnetohydrodynamics (MHD) deals

63

with the motion of highly conducting fluid via a magnetic field.

64

Specifically peristalsis in presence of magnetic field has relevance

65

with processes regarding motion of conducting materials for

66

example the geothermal sources analysis, MHD power generators

67

design, hyperthermia, drug delivery, removal of arteries blockage,

68

MHD compressors, nuclear fuel debris treatment, the control of

69

underground spreading of chemical wastes and pollution Having

70

all this in mind, extensive attempts in the aforementioned quoted

71

literature have been mostly for peristalsis in presence of constant

72

applied magnetic field In other words the peristalsis subject to

73

radial magnetic field is examined scarcely Further in these

74

attempts the channel is taken straight This flow configuration is

75

not realistic since most of the geometries involved in industry

76

and physiological processes are curved Thus very recent the

77

researchers in the field analyzed the impact of curvature on

peri-78

stalsis in a channel (see [24–43] ) The objective of present

commu-79

nication is to venture further in this regime Thus our intention

80

here is to model the effect of radial magnetic field on peristaltic

81

transport of Williamson fluid in a curved channel with flexible

82

walls Note that Williamson fluid is a shear thinning viscoelastic

83

material It also represents the behavior of diverse variety of

pseu-84

doplastic liquids accurately i-e a decrease in viscosity through

85

increase in rate of shear stress is exhibited Many biophysical

86

and physiological materials posses shear-thinning behavior for

87

example blood suspension and gastro-intestinal fluids [9] Here

http://dx.doi.org/10.1016/j.rinp.2017.02.022

2211-3797/Ó 2017 Published by Elsevier B.V

This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/)

⇑ Corresponding author

E-mail address:sadafnawaz26@gmail.com(S Nawaz)

Contents lists available at ScienceDirect

Results in Physics

j o u r n a l h o m e p a g e : w w w j o u r n a l s e l s e v i e r c o m / r e s u l t s - i n - p h y s i c s

Please cite this article in press as: Hayat T et al Influence of radial magnetic field on the peristaltic flow of Williamson fluid in a curved complaint walls

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88 stream function formulation and lubrication approach are

89 employed Solution for small Weissenberg number is constructed.

90 Impacts of sundry variables on physical quantities of interest are

91 addressed in detail.

92 Modeling

93 Consider a curved channel of width 2d coiled in a circle of radius

94 R⁄and centre at O Here x -axis lies in the length of the channel and

95 r -axis normal to it The axial flow direction is along x -axis while

96 radial direction along the r -axis In the axial and radial directions

97 the components of velocity are denoted by u and v respectively An

98 incompressible electrically conducting Williamson fluid fills the

99 channel The walls shape is defined as follows:

100

r ¼  g ðx; tÞ ¼  d þ a sin 2 p

k ðx  ctÞ

102

103 in which a, c and k denote the amplitude, speed and wavelength of

104 the wave respectively and t stands for time.

105 The definition of magnetic field B applied in the radial direction

107

B ¼ RB0

r þ R; 0; 0

109

110 where B0denotes the strength of applied magnetic field The

Lor-111 entz force (F = J  B) in absence of electric field takes the form as

112 follows:

113

J  B ¼ 0;  r ðRÞ

2

B20u

ðr þ RÞ2 ; 0

115

116 Here r denotes the electrical conductivity and J(=V  B) is the

117 current density of fluid Present flow is governed by the following

118 expressions:

119

@½ðr þ RÞ v 

@r þ R

@u

121

122

q @ v

@t þ v @ @r v þ uR

r þ R@ v

@x 

u2

r þ R

¼  @ p

@r þ

1

r þ R @

@r fðr þ R

ÞSrrg þ R

r þ R@Sxr

@x 

Sxx

r þ R; ð5Þ

124

125

q @u

@t þ v @u @r þ uR

r þ R@u

@x þ

u v

r þ R

¼  R

r þ R@p

@x þ

1

ðr þ RÞ2

@

@r fðr þ RÞ

2

Srxg þ R

r þ R@Sxx

@x

 r ðR

Þ2

B20u

127

128 in which relation for an extra stress tensor S for Williamson fluid is

129 [13] :

130

S ¼ ½ l1þ ð l0þ l1Þð1  C c _ Þ1A1; ð7Þ

132

133 where C denotes the time constant, l0and l1are the zero shear

134 rate and infinite shear rate viscosities and c _ and A1 are defined

135 below.

136

_

c ¼ ffiffiffiffiffiffiffi

1P

q

;

A1¼ gradV þ ðgradVÞT

;

P ¼ trðA2

1Þ:

ð8Þ

138

139 Here we have taken l1¼ 0 and C c _ < 1: Thus extra stress tensor

140 becomes

141

144

The components of extra stress tensor are

145

Srr¼ 2 l0ð1 þ C c _ Þ @ v

148

Srx¼ l0ð1 þ C c _ Þ R

r þ R@ v

@x 

u

r þ Rþ @ u

@r

150 151

Sxx¼ 2 l0ð1 þ C c _ Þ v

r þ Rþ R



r þ R@u

@x

153 154

_

c ¼

ffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffi

2 @ v

@r

 2

þ2 v

r þRþ R



r þR@u

@x

þ R



r þR@ v

@x 

u

r þRþ@ u

@r

s

: ð13Þ 156 157

The boundary conditions for the present flow considerations

158

are

159

162

R  s @3

@x3þm @

3

@x@t2þd1 @2

@t@x

g

¼ 1

r þR @

@r fðr þRÞ

2

SrxgþR@Sxx

@x  q ðr

þRÞ @ u

@t þ v @u @r þ uR



r þR@u

@x þ

u v

r þR

 r ðR

Þ2

B20u

ðr þRÞ ; r ¼  g :

! ð15Þ

164 165

Here p represents the pressure, R⁄the curvature parameter and

166

q the density In above equation s , m and d1describe the elastic

167

tension, mass per unit area and the coefficient of viscous damping

168

respectively Further Srr, Srxand Sxxare the components of extra

169

stress tensor S.

170

Considering

171

x¼x

k; r¼r

d; u¼u

c; v¼vc; t¼ct

k; g¼g

d;

Sij¼dSij

cl0; k ¼R

d; _ c¼ _ cd; p ¼d2p

ckl0; We ¼ Cc; ð16Þ 173

174

the non-dimensional problems are

175

Red d @ v

@t þ v @ @r v þ dku

r þ k

@ v

@x 

u2

r þ k

¼  @ p

@r þ d

1

r þ k

@

@r fðr þ kÞSrrg þ kd

r þ k

@Sxr

@x 

Sxx

r þ k

; ð17Þ

177 178

Re d @u

@t þ v @u @r þ dku

r þ k

@u

@x þ

u v

r þ k

¼  k

r þ k

@p

@x þ

1

ðr þ kÞ2

@

@r fðr þ kÞ

2

Srxg þ kd

r þ k

@Sxx

@x

 k

2

180 181

Srr¼ 2ð1 þ We _ c Þ @ v

184

Srx¼ ð1 þ We _ c Þ d @ v

@x 

u

r þ k þ @

u

@r

186 187

Sxx¼ 2ð1 þ We _ c Þ v

r þ k þ

k

r þ k d

@u

@x

189 190

_

c ¼

ffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffi

2 @ v

@r

 2

þ2 v

rþk þ

k rþk d

@u

@x

þ k rþk d

@ v

@x 

u rþk þ@

u

@r

s

; ð22Þ

192

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u ¼ 0; at r ¼  g ¼ ð1 þ e sin 2 p ðx  tÞÞ; ð23Þ 195

196

k E1@3

@x3þE2 @3

@x@t2þE3 @2

@t@x

g ¼

Reðr þkÞ d@ u

@t þ v @u @r þ ukd

rþk

@u

@x þ

u v

r þk

rþk@r@fðr þkÞ2

Srxgþdk@Sxx

@x

k2

rþkM2u ; atr ¼  g ;

!

ð24Þ 198 199

where e( = a/d) denotes the amplitude ratio, k the dimensionless

200

curvature parameter, Re( = q cd/ l0) the Reynolds number, d ð¼ d=kÞ

201

the wave number, M ¼ ffiffiffiffiffiffiffiffiffiffiffiffi

r = l0

p

B0d the Hartman number, We the

202

Williamson fluid parameter known as Weissenberg number and

203

E1ð¼  s d3=k3c l0Þ; E2ð¼ mcd3

=k3l0Þ and E3ð¼ d1d3=k2l0Þ depict the

204

non-dimensional form of elastance parameters respectively.

205

Writing the velocity components ðu; v Þ in terms of stream

func-206

tion ( w ) by [26,32,34] :

207 Fig 1 Geometry of the problem

Fig 2 u via change in M when E1= 0.003, E2= 0.003, E3= 0.01, t = 0.1, x = 0.2, e = 0.2, We = 0.01.(a)k = 5.0.(b)k? 1

Fig 3 u via change in We when E1= 0.003, E2= 0.003, E3= 0.01, t = 0.1, x = 0.2, e = 0.2, M = 0.8.(a)k = 5.0.(b)k? 1

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u ¼  @ w

@r ; v ¼ dk

r þ k

@w

@x :

209

210 The continuity equation is identically satisfied Using above

211 expressions in Eqs (17)(24) and then implementing the long

wave-212 length and low Reynolds number approximations we obtain

213

@p

215

216

 k

r þ k

@p

@x þ

1

ðr þ kÞ2

@

@r fðr þ kÞ

2

Srxg þ k

2

ðr þ kÞ2M2@w

@r ¼ 0; ð26Þ

218

219

wr¼ 0 at r ¼  g ¼ ð1 þ e sin 2 p ðx  tÞÞ; ð27Þ

221

222

k E1 @3

@x3þ E2 @3

@x@t2þ E3 @2

@t@x

g

¼ 1

r þ k

@

@r fðr þ kÞ

2

Srxg þ k

2

r þ k M

2@w

@r ; at r ¼  g ; ð28Þ

224

225

227

228

Srx¼ ð1 þ We _ c Þ 1

r þ k

@w

@r  @

2

w

@r2

!

230

231

_

r þ k

@w

@r  @

2

w

233

234 By cross differentiation of Eqs (25) and (26) we obtain:

235

@

@r

1

kðr þ kÞ

@

@r fðr þ kÞ

2

Srxg þ k

r þ k M

2@w

@r

237

238 Eq (25) indicates that p does not depend upon r Note that the

239 results for planar channel case are recovered when k ? 1.;

240 Solution methodology

241 It is difficult to find the closed form solution for the Eq (32)

242 Thus we intend to compute the solution for small Weissenberg

243 number (0 < We < 1) For this purpose we write

244

w ¼ w0þ Wew1þ OðWe2

246

247 The corresponding zeroth and first order systems and

248 respective stream functions are:

249

Zeroth order system and stream function

250 251

@

@r

1 kðr þ kÞ

@

@r fðr þ kÞ

2

S0rxg þ k

r þ k M

2@w0

@r

253 254

257

k E1 @3

@x3þ E2 @3

@x@t2þ E3 @2

@t@x

g

¼ 1

r þ k

@

@r fðr þ kÞ

2

S0rxg þ k

2

r þ k M

2@w0

@r ; at r ¼  g ; ð36Þ 259

260

S0rx¼ 1

r þ k

@w0

@r  @

2

w0

263

w0¼ C4þ C3kr þ C3

r2

2 þ C2ðk þ rÞ1 ffiffiffiffiffiffiffiffiffiffiffiffiffi

1þk2M2

p

1  ffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffi

1 þ k2

M2

p

þ C1ðk þ rÞ1þ

ffiffiffiffiffiffiffiffiffiffiffiffiffi

1þk2M2

p

1 þ ffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffi

1 þ k2

M2

265

Fig 4 u via change in E1, E2, E3when t = 0.1, x = 0.2, e = 0.2, We = 0.01, M = 2.0.(a)k = 2.0.(b)k? 1

Fig 5 u via change in k when E1= 0.001, E2= 0.001, E3= 0.01, t = 0.1, x = 0.2, e = 0.2,

We = 0.01, M = 0.8

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266 First order system and stream function

267

268

@

@r

1

kðr þ kÞ

@

@r fðr þ kÞ

2

S1rxg þ k

r þ k M

2@w1

@r

270

271

273

274

1

r þ k

@

@r fðr þ kÞ

2

S1rxg þ k

2

r þ k M

2@w1

@r ¼ 0; at r ¼  g ; ð41Þ

276

277

S1rx¼ 1

r þ k

@w1

@r  @

2

w1

@r2 þ 1

r þ k

@w0

@r  @

2

w0

@r2

!2

279 280

w1¼C

2 2ð1þ ffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffi 1þk2M2

p

Þþk2M2ð2þ3 ffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffi

1þk2M2

p

Þ

ðkþrÞ2 ffiffiffiffiffiffiffiffiffiffiffiffiffi 1þk 2

M 2 p ffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffi

1þk2MIn2

p

ð8þ9k2M2Þ

þC

2ð2ð1þ ffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffi

1þk2M2

p

Þþk2M2 2þ3 ffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffi

1þk2M2 p

ÞðkþrÞ2 ffiffiffiffiffiffiffiffiffiffiffiffiffi 1þk 2 M 2 p ffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffi

1þk2M2

p

ð8þ9k2M2Þ

þðkþrÞ 1þ ffiffiffiffiffiffiffiffiffiffiffiffiffi 1þk 2 M 2 p

B1

1þ ffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffi

1þk2

M2

1 ffiffiffiffiffiffiffiffiffiffiffiffiffi 1þk 2 M 2 p

B2 1 ffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffi 1þk2

M2

r2

282 Fig 6.wvia change in M when E1= 0.003, E2= 0.003, E3= 0.01, t = 0, k = 5.0, e = 0.1, We = 0.03.(a)M = 5.0.(b)M = 7.0.(c)M = 9.0

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283 where the values for Ci,s (i = 1–4)and Bi,s(i = 1–4) are obtained with

284 the help of MATHEMATICA ( Fig 1 ).

285 Results and discussion

286 First of all the velocity is analyzed here Impacts of different

287 parameters namely the wall properties (E1, E2, E3), magnetic field

288 (M), Weissenberg number (We) and curvature parameter k on the

289

axial velocity u and stream function w have been examined.

290

Fig 2 (a) and 2(b) are plotted to see the Hartman number effect

291

on the axial velocity in the curved and straight channels

respec-292

tively It can be seen that larger magnetic field decreases axial

293

velocity in view of the resistive nature of Lorentz force It is also

294

noted that axial velocity u in case of curved channel is tilted

295

towards left Fig 3 (a) and (b) elucidate the influence of

296

Weissenberg number on the axial velocity It is noted that the axial

297

velocity shows dual behavior for Weissenberg number By

enhanc-Fig 7.wvia change in k when E1= 0.003, E2= 0.003, E3= 0.01, t = 0, M = 4.0, e = 0.1, We = 0.03.(a)k = 3.0.(b)k = 5.0.(c)k? 1

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Trang 7

298 ing Weissenberg number the velocity decreases in the region

299 ½1; 0 whereas it increases in the region ½0; 1 Fig 4 (a) and (b)

300 represent the influence of wall properties on the axial velocity.

301 We can see that with the increase in E1 and E2 the velocity

302 enhances The fact behind this is the less resistance offered to

303 the flow due to the elastance of wall which cause an enhancement

304 in the fluid velocity Decrease in the axial velocity is noticed when

305 E3increases Here damping is responsible for decrease in the axial

306 velocity Fig 5 represents the behavior of curvature parameter k on

307

the axial velocity Mixed behavior of curvature parameter on the

308

axial velocity is observed Axial velocity decreases near the lower

309

wall while it increases in rest part of channel It is also noted that

310

for very large values of curvature parameter k the curve becomes

311

symmetric Moreover in the straight channel the velocity is more

312

than in the curved channel.

313

Fig 6 (a)–(c) have been displayed for the behavior of Hartman

314

number on the stream function It can be seen that the size of

315

trapped bolus increases for larger Hartman number Fig 7 (a)–(c)

Fig 8.wvia change in We when E1= 0.003, E2= 0.003, E3= 0.01, t = 0, k = 5.0, e = 0.1, M = 7.0.(a)We = 0.01.(b)We = 0.02.(c)We = 0.03

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Trang 8

316 elucidate the impact of curvature parameter on the stream

func-317 tion Increase in the size of trapped bolus is noticed when the

cur-318 vature parameter attains larger values Effect of different values of

319 Weissenberg number on the stream function is shown through

320 Fig 8 (a)–(c) It is observed that by enhancing the values of

Weis-321 senberg parameter the size of trapped bolus decreases The effect

322 of wall properties on the stream function is examined through

323 the Fig 9 (a)–(d) We can see that by increasing the values of E1

324 and E2the size of the trapped bolus increases whereas it decreases

325 for an increase in E3.

326

Conclusions

327

Influences of wall properties and radial magnetic field on the

328

peristaltic flow of Williamson fluid in a curved channel is modeled

329

and analyzed Main points of presented analysis are listed below.

330

 Axial velocity decreases with increase via Hartman number and

331

E3whereas it enhances for E1and E2.

332

 Dual behavior of axial velocity is noticed for Weissenberg

num-333

ber and curvature parameter.

Fig 9.wvia change in E1, E2, E3when t = 0, k = 5.0, e = 0.1, We = 0.03, M = 7.0.(a)E1= 0.7, E2= 0.4, E3= 0.2.(b)E1= 0.9, E2= 0.4, E3= 0.2.(c)E1= 0.7, E2= 0.6, E3= 0.2.(d)E1= 0.7, E2= 0.4, E3= 0.5

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334  Axial velocity in the curved channel is slanted towards left

335 when compared with the straight channel However the axial

336 velocity in straight channel is symmetric.

337  Size of trapped bolus increases for larger curvature parameter k,

338 Hartman number M, E1and E2whereas it decreases against E3.

339  Viscous fluid results are obtained when We = 0.

340

341 Uncited references

342 [44–46]

343 References

344 [1] Latham TW Fluid motion in a peristaltic pump [MS Thesis] Cambridge,

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Please cite this article in press as: Hayat T et al Influence of radial magnetic field on the peristaltic flow of Williamson fluid in a curved complaint walls

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