Question: Determine the equation for drag coefficient 6 The...

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Question: a) Determine the equation for drag coefficient 6 7 for a “one-seventh power” turbulent velocity profile. The Blasius resistance equation is given as: D E = 0.0225JK L M JKN O P b) A timber is pulled by a boat along the river with force 200N as shown in Figure Q2. Only half of the timber above the water. Determine the drag force due to front surface of the timber. Take the drag coefficient for turbulent derived in question (a). Take, 6 7(XYZ[\Y]) = O.^L_ `a , J EYba] = Occcde Z f M EYba] = 1×10 i^ jk/m L

Transcript of Question: Determine the equation for drag coefficient 6 The...

Question:a) Determinetheequationfordragcoefficient67fora“one-seventhpower”turbulentvelocityprofile.

TheBlasiusresistanceequationisgivenas:

DE = 0.0225JKLMJKN

OP

b) Atimberispulledbyaboatalongtheriverwithforce200NasshowninFigureQ2.Onlyhalfofthetimberabovethewater.Determinethedragforceduetofrontsurfaceofthetimber.Takethedragcoefficientforturbulentderivedinquestion(a).Take,67(XYZ[\Y]) =

O.^L_`a,JEYba] =

OcccdeZf MEYba] = 1×10i^jk/mL

Answer:a)

nK=

oN

Op DE = 0.0225JKL

MJnN

Op

Diketahui;

r =nK

1 −nK

t

cuo =

772N

D = JKLuruw

= JKLuuw

7N72

Buatpersamaanserentak;

0.0225JKLMJKN

Op=

772

JKLuNuw

Selesaikan

N =0.3721w

z{O|

Diketahui

r =772N =

772

0.3721w

z{O|

=0.036w

z{O|

67 =D~uw

12 JK

L~�=

JKL uruw ~uw12 JK

L~�=2r�=2�

0.036w

z{O|

=0.072

z{O|

b)Reynoldnumberattheendoftimber

z{ =JKwM

=(1000)(2 + 1)(10)

1×10i^= 3×10p(turbulent)

PanjangaliranBLlaminar

z{Ö = 5×10| =JKwM

w =5×10| 1×10i^

(1000)(2 + 1)= 0.17 m

Lessthan10%fromtotallengthoftimberLaminarBLcanbeignored

Dragforcecausebysidesurface

á =12×2àâ×� = 6.286mL

ã7 = 6712JKLá =

0.072

z{O|×12JKL 6.286 = 65.1 j

Totalpullingforce= Dragforceatside+Dragforceatfrontsurface200 = 65.1 + ww = 134.9j

Question a) What is drag? And why do we usually try to minimize it? b) Assuming the velocity profile in the turbulent boundary layer as:

!"=

$%

&'

Determine the equation of drag coefficient () in term of Reynold number using momentum integral equation

*+ = ,"-./.0

And the Blasius resistance equation

*+ = 0.0225,"-5"%

&6

c) Figure Q2 shows a flat plate 3 m x 1.5 m is held in water moving at 5 m/s parallel to its length. Determine the power required to overcome the drag. Take , = 10009:/<= and > = 0.001?@/<-

()ABCDEBF =1.328

IJAKLMIJ ≤ 5×10PQR.

()STFUTAVES =0.074

IJA&P

KLMIJ ≥ 5×10P

Answer:

/ =9110

%

* = * = ,"-./.0

= ,"-..0

.110

% = ,"-9110

.%

.0

Diberi dari penyelesaian Blasius ;

* = 0.0225,"-5"%

&6

Oleh itu ;

% = 0.42565"

&P06P =

0.42560

(IJ)&P

Shear stress ;

* = 0.0225,"-5"%

&P

Masukkan nilai % ;

* =0.02795

&P,"-

"&P0

&P

Drag force ;

)̂ = *_.0 =0.02795

&P,"-

"&P0

&P

_.0`

a= 0.0349,"-_

5&P

"&P

b6P

Drag coefficient ;

() =

)̂12 ,"

-c=

0.0349,"-_ 5&P

"&Pb6P

12 ,"

-_b= 0.0698

5&P

"&Pb

&P

=0.0698

IJ&P

, = 10009:/<=, > = 0.001?@/<-

Nilai nombor Re,

IJ =,"0>

=(1000)(5)(3)

0.001= 1.5×10d = Turbulent

Re number at transition ;

5×10P =,"0`>

0` =5×10P>,"

=5×10P (0.001)(1000)(5)

= 0.1<

Hanya 3.3% sahaja kawasan akan mengalami laminar boundary layer. Oleh itu laminar boundary layer boleh diabaikan

Diberi dari soalan, nilai () untuk turbulent,

() =0.074

(IJ)&P

=0.074

(1.5×10d)&P

= 2.71×10m=

Drag force ;

)̂ = ()12,"-c = 2.71×10m=

12

1000 5 - 3 1.5 = 152.4 ?

Tetapi BL akan berlaku dikedua-dua belah permukaan plat, oleh itu jumlah drag force ;

)̂ = 152.4×2 = 304.8 ? Power = Drag×Velocity = 304.8×5 = 1524 Watt

Question1a) Transitionfromlaminartoturbulentboundarylayerflowactuallyoccursoverafinitelengthofthe

surface.Duringwhich the velocityprofile andwall shear stress adjust from laminar to turbulentforms.Ausefulapproximationduringtransition is that themomentumthicknessof theboundary

layer remains constant. Assuming constantmomentum thickness, find the ratio (CDEFGEHIJDCHKLMJKF

) fortransitionfromaparaboliclaminarvelocityprofiletoa“1/7=power”turbulentvelocityprofile.

b) Thevelocityprofile ina turbulentboundary layeroften isapproximatedby the ‘”1/7power law”equation.EvaluateV = W∗/Yforthepowerlowprofile

Answer:(a)Paraboliclaminarvelocityprofile,

\] = 2_ − _a

Momentumthickness,

Ycdefgdh = W i(_) 1 − i(_)j

kl_ =

215 Wcdefgdh

1/7-powerturbulentvelocityprofile,

\] = _

jo

Momentumthickness,

Ypqhrqcsgp = W i(_) 1 − i(_)j

kl_ =

772 Wpqhrqcsgp

WpqhWcde

=215×

727 = 1.37

(b)1/7-powerlaw,

\] = _

jo

Where,

Y = W772

W∗ = W18

V =W∗

Y =W 18

W 772

= 1.286

Question1

a) Explainclearlywithsketches,theboundarylayerthicknessforaflowpastaflatplate,andwriteamathematicexpressionoftheboundarylayerthickness

b) Fluidhavingadensityof1.24BC/EFandkinematicviscosityof1.5×10JKEL/Mflowingwithvelocity4.0E/Moveraplateof0.5mlongand0.6mwide.ThevelocityprofileoftheflowisintheformofP = R + TU + VULDetermine:

i. Thevelocityprofileii. Theboundarylayerthicknessatthetrailingedgeoftheplateiii. Theshearstressatthemiddleoftheplateiv. Thedragforceononesideoftheplate

(20marks)

Answer:(b) P = R + TU + VUL

i. Denganmenggunakanboundarycondition:U = 0, P = 0

U = [, P = \

U = [,]P]U

= 0

P\= 2

U[−

U[

L

ii.

_ = `\L215

][]a

=2b\[

[ =5.48a

`\ab

=5.48(0.5)

(4)(0.5)1.5×10JK

= 7.5×10JF m

iii. Shearstressatthemiddleoftheplate

_ =2b\[

[ =5.48(0.25)

(4)(0.25)1.5×10JK

= 5.306×10JF m

_ =2b\[

=2 1.24 (1.5×10JK)(4)

5.306×10JF= 0.0280 gR

iv.

hi = _j]a = _j]a = 0.73 ` k \j

\lk=

m.K

m

n

m0.011899 p

Question:

a) Explainwhatyouunderstandbyboundarylayerthicknessanddisplacementlayerthickness.

b) Assumethatinthelaminarboundarylayer,theflowobeysthelawofshearstress> = @AB

AC,where@

istheviscosity,whichleadtotheprofileof(F − H) = I(J − K)L,whereUisthefreestreamvelocity,

u is the velocity at a distance y above theplate andk is a constant.Determine thedisplacement

thickness.

c) Usingtheanswerfrom(b),findthedisplacementthicknessattheboundaryconditionsy=0andu=0

Answer:

Displacementthickness,,J∗

J∗ = 1 −H

FSK

T

U

Velocityprofile,

F − H = I(J − K)L

BahagikansemuadenganU

1 −H

F=

I

F(J − K)L

J∗ = 1 −H

FSK

T

U

=I

F(J − K)LSK

T

U

=I

F(J − K)LSKT

U

=I

FJL − 2JK + KL SK

T

U

=I

FJLC −

2JKL

2+KZ

3U

T

=I

FJZ − JZ +

JZ

3

J∗ =I

F

JZ

3

Atboundarycondition

J∗ =I

F

JZ

3 (i)

AtK = 0, H = 0

(F − H) = I(J − K)L

F = IJL (ii)

J∗ =IJZ

3

1

IJL=J

3

Question

a) Whatdoesitmeantbydisplacementthickness?

b) ProvethattheVon-KarmanMomentumIntegralequationcanbewrittenas

BC = EFGHI

HJ

Where

BC :Wallshearstress

E :Fluiddensity

F :Freestreamvelocity

I :Momentumthickness

c) FigureQ1showsauniformflowpasta flatplate.DeterminethewallshearstressBCbetween

AD=0.5m.thevelocityprofileislaminarT

U=

V

W

XG, Z[\ = 0.15]andZ[^_ = 0.16].TakeE =

1.208de/]gandh = 1.81×10jklm/]Gforair.

d) DetermineCDforT

U=

V

W

Xo= ɳ

Xo

Answer:

(c)

E = 1.208de/]g Z[\ = 0.15]

h = 1.81×10jklm/]G Z^_ = 0.16]

HZ = Z^_ − Z[\

s

F=

t

Z

XG

= ɳXG

= 0.16 − 0.15

= 0.01]

HJ = 0.05]

BC = EFGHI

HJ

=

EFG

H

HJ

s

F1 −

s

F

W

u

Ht

=

EFG

HZ

HJɳXG 1 − ɳ

XG

W

u

=

EFG

HZ

HJɳXG − ɳ

W

u

=

EFG

HZ

HJ

2

3ɳgG −

1

2ɳG

u

X

BC = EFGHZ

HJ

2

3−1

2

= EFGHZ

HJ

2

3−1

2

= (1.208)(0.5)G0.01

0.5

1

6

= 1.007×10jg l/]G

Thevelocityprofileofturbulentboundarylayer

s

F=

t

Z

Xo

= xXo

Momentumintegralequation

BC = EFGHI

HJ

Blasiusresistanceequation

BC = 0.0225EFG

z

FZ

X{

BC = EFGHI

HJ= EFG

HZ

HJ

9

10−9

11= 0.0818EFG

HZ

HJ

0.0818EFGHZ

HJ= 0.0225EFG

z

FZ

X{

ZX{HZ =

0.0225EFGzX{F

jX{

0.0818EFGHJ

ZX{HZ = 0.275z

X{F

jX{HJ

4

5Zk{ = 0.275z

X{F

jX{J + �

Z = 0.3438zX{F

jX{J

{k

�_ =

0.0698

ÄÅÇ

X

k