29
-By Sameer Kadam M.Sc Computational Mechanics

Supersonic Flow Over a Wedge(Oblique Shock Problem)

  • Upload
    sameer

  • View
    382

  • Download
    3

Embed Size (px)

DESCRIPTION

A Method for solving problems related to oblique shock involving supersonic flow

Citation preview

Page 1: Supersonic Flow Over a Wedge(Oblique Shock Problem)

-By

Sameer Kadam

M.Sc Computational Mechanics

Page 2: Supersonic Flow Over a Wedge(Oblique Shock Problem)

Problem Statement

Consider a supersonic flow over a wedge (jet

engine intake?) is to be analyzed. The shape,

given in Fig. 1, consists of two compression

corners of 6 and 10 degrees and 4 4 degree

expansion corners. The unit of the x-coordinate

is 0.1 m (10 cm). The free streem conditions are:

1. Mach number M = 3, the ambient pressure

pa = 0.101325 MPa and T = 300 K .

2. Mach number M = 4, the ambient pressure

pa = 0.101325 MPa and T = 300 K .

Page 3: Supersonic Flow Over a Wedge(Oblique Shock Problem)

Sr.No Topic Page No.

1 Approach 1

2 Calculations for Flow With Mach Number = 3 5

3 Calculations for Flow With Mach Number = 4 11

4 Calculation of Entropies and Enthalpies 17

5 Verification of Results Using Flow Simulating Software Star CCM

18

6 Comparison of Analytical and Numerical Results

19

7 Appendix 1 20

6 Appendix 2 21

Page 4: Supersonic Flow Over a Wedge(Oblique Shock Problem)

Analytical and Numerical Methods for Oblique Shock Problems Page 1

Approach

The given problem is a case of oblique shock as the wavefront is at an angle other than 90o to

the approaching flow. It can be divided into two parts basically,

1. Analysis of Compression Corners

2. Analysis of Expansion Corners

1. Analysis of Compression Corners:

There are two compression corners having angles 6o and 10

o respectively. Let us denote these

compression angle or deflection angles as ϴ. Consider a flow with Mach number; M1 is approaching

a compression corner. It results in a oblique shock which can be visualized with the help of the given

figure:

Properties of an Oblique Shock Wave

Here we can see the properties of an oblique shock wave. The approaching flow is deflected by angle

ϴ . Here β is called the wave angle and for a Normal Shock it is 90o. We split the approaching flow

into two components and hence we obtain the Normal Component of mach number Mn1 & the

tangential component as Mt1. Similarly we have Mn2 Mt2 as the Normal and tangential components of

the mach number of the flow after shock.

Where Mn1 is given by M1/sin

In order to find angle β we refer the Oblique Shock Charts ( Appendix 1) which give the relation

between the shock wave angle and flow deflection angle for various values of upstream mach

numbers. As we know the values of upstream Mach number M1 and the flow deflection angle ϴ we

can find the corresponding value of β .

Now, it can be solved as problem of Normal Shock.

Using the basic equations for continuity, energy and momentum we can obtain the relations

for between the various parameters of the upstream and downstream flows.

We start with the continuity equation

ρ1v1= ρ2v2

From which we get the relation

ρ1M1/sqrt(T1)= ρ2M2/sqrt(T2)......................................... (1)

Page 5: Supersonic Flow Over a Wedge(Oblique Shock Problem)

Analytical and Numerical Methods for Oblique Shock Problems Page 2

The stagnation enthalpy remains constant over the flow

ht1=ht2

but since enthalpy is a function of temperature only

Tt1=Tt2

Tt= T*(1+ (γ-1)*M2/2)

T1 *(1+ (γ-1)*M12/2) = T2 *(1+ (γ-1)*M2

2/2) ......................................... (2)

Using the Momentum Equation

p1*(1+ γ*M12) = p2*(1+ γ*M2

2) ......................................... (3)

Equations 1,2,3 are the governing equations for the Normal shock. Empressing all the

relations in terms of M1 we get the Normal Shock tables( Appendix 2)

These tables provide the various values of pressure ratios, temperature ratios, density

ratios, mach number downstream, etc. Using these Normal Shock tables (Appendix 2) we

obtain the values for pressure ratio (p2/p1), temperature ratio (T2/T1) and Mach number after

shock.

Note that the static pressure and temperature are the same whether we are talking

about Normal Shock or Oblique Shock.

Moreover the value of Mach number which we obtain for the flow after the shock is the

Normal Component of M2 i.e Mn2. M can be obtained by using the relation.

M2= M2n/sin(β-ϴ)

The strength of shock can be calculated by using the pressure ratio. The strength of shock is

given by

(p2-p1)/p1

The change in Entropy for any ideal gas in terms of pressure ratio and density ratio is given

by the relation:

∆s = Cp * ln(T2/T1) - R * ln(p2/p1) ......................................... (4)

Note that the entropy changes tend to be very small for oblique shocks as the entropy changes

are directly proportional to the cube of the flow deflection angle which is very small in this

case.

The change in Enthalpy is given by

∆h= Cp∆t............................................................... (5)

Page 6: Supersonic Flow Over a Wedge(Oblique Shock Problem)

Analytical and Numerical Methods for Oblique Shock Problems Page 3

2. Analysis of Expansion Corners:

There are four expansion corners each of them having an angle of 4o. In a shock wave the

pressure, density and temperature increase. In an expansion wave it is exactly opposite: they

all decrease. The analysis of expansion corner is different as compared to compression

corner. Here we use the Prandtl-Meyer Function(ν).

It is defined as the angle through which a flow with a Mach number = 1 is turned

isentropically to achieve the indicated Mach number.

Illustration of Prandtl Meyer Function

The Prandtl-Meyer Function can be obtained from the Isentropic Charts or the Normal

Shock Charts(Appendix 2).

Otherwise it can be calculated by using the relationship

Thus for calculating the Prandtl-Meyer Function we require only the upstream mach number.

Based on this we can calculate the Mach number of the downstream flow as follows:

Find ν1 for the upstream mach number from isentropic charts

The flow turns by the flow deflection angle ϴ. Add this value of ϴ to ν1 which

would indicate the Prandtl Meyer Function, ν2 for the downstream mach

number.

i.e ν2- ν1 = ϴ

From ν2 we can obtain the corresponding down stream mach number from the

isentropic charts.

Similarly using the Isentropic charts we can find the other values for the pressure ratio and

temperature ratio.

The Cahnge in Enthalpy and Entropy can also be found out similarly as in case of

Compression Corners using eqns 4 and 5

Note that the change in entropy and enthalpy is negative in this case

However, we are also required to find the shock wave angle β, in order to determine the

location of shock.

ν

Page 7: Supersonic Flow Over a Wedge(Oblique Shock Problem)

Analytical and Numerical Methods for Oblique Shock Problems Page 4

For this we derive an equation based on eq 1,2,3

.................................................(from eqn 1)

....................................(from eqn 2)

.............................................(from eqn 3)

Substituting the last two eqns in the first eqn we get a relation between M1 and M2 as follows:

.........................(eqn 6)

Substituting the value of M2 in eqn 3 we have a relation between the pressure in terms of M1

p2/p1 = 2γ/(γ-1) * M12 – (γ-1) /(γ+1)......................................(eqn 7)

Where M1 is the Normal Component of the Upstream Flow

Thus for Expansion Corner it gets modified to

p2/p1 = 2γ/(γ-1) * M12 sin

2β – (γ-1) /(γ+1)..................................(eqn 8)

The pressure ratio can be found out from the isentropic charts and thus we can

calculate the wave angle β.

Note that after taking sin-1

we will have to consider the negative value of the angle, since

it is a case of expansion.

Wave Angle for an Expansion Shock

Negative Angle is Traced Clockwise

M1

-M2

Page 8: Supersonic Flow Over a Wedge(Oblique Shock Problem)

Analytical and Numerical Methods for Oblique Shock Problems Page 5

Analytical Calculations for Mach 3

Given free stream conditions are

M1 = 3

P1 = 1.01325 bar

T1 = 300 K

Compression Curves = 6o and 10

o

Expansion Curves = four 4o curves

1. Compression Corner of 6o

M1 = 3; P1 = 1.01325 bar; T1 = 300 K; ϴ1 = 6o

Location of Shock and Normal Mach Number

Refer the Oblique Shock Charts ( Appendix 1). We obtain for mach number 3 and ϴ =

6o the value of the shock wave angle as β1 as 24

o

Mn1 = M1 * sin ϴ

n1 = 3sin(24)

Mn1 = 1.22

Refer the Normal Shock tables (Appendix 2). We obtain for mach number 1.22 the

following values of pressure ratio, temperature ratio and downstream mach number

p2/p1 = 1.570; T2/T1 = 1.141; Mn2 = 0.8300

p2 = p1 * 1.570; T2 = T1 * 1.141; M2 = Mn2/sin(β-ϴ)

p2 = 1.0325 * 1.570; T2 = 300 * 1.141; M2 = 0.8300/sin(24-6)

p2 = 1.59 bar; T2 = 342.3 K; M2 = 2.685

Strength of Shock is given by

(p2 - p1)/p1 or (p2/p1) – 1

1.570 – 1

= 0.570

Change in Entropy is given by

∆s = Cp * ln(T2/T1) - R * ln(p2/p1)

∆s = 1005 * ln(1.141) – 287 * ln(1.570)

∆s = 3.10 J/Kg K

Change in Enthalpy is given by

∆h= Cp∆t

∆h = 1005 * (T2 – T1)

∆h = 1005 * (342.3 – 300)

∆h = 42511.5 J/Kg K

Page 9: Supersonic Flow Over a Wedge(Oblique Shock Problem)

Analytical and Numerical Methods for Oblique Shock Problems Page 6

2. Compression Corner of 10o

M2 = 2.685; P2 = 1.59 bar; T2 = 342 K; ϴ2 = 10o

Location of Shock and Normal mach Number

Refer the Oblique Shock Charts ( Appendix 1). We obtain for mach number 2.685 and

ϴ = 10o the value of the shock wave angle as β1 as 30

o

Mn2 = M1 * sin ϴ

n2 = 2.685sin(30)

Mn2 = 1.3425

Refer the Normal Shock tables (Appendix 2). We obtain for mach number 1.3425 the

following values of pressure ratio, temperature ratio and downstream mach number

p3/p2 = 1.928; T3/T2 = 1.216; Mn3 = 0.7664

p3 = p2 * 1.928; T3 = T2 * 1.216; M3 = Mn3/sin(β-ϴ)

p3 = 1.59 * 1.928; T3 = 342 * 1.216; M3 = 0.7664/sin(30-10)

p3 = 3.06 bar; T3 = 416.23 K; M3 = 2.25

Strength of Shock is given by

(p3/p2) – 1

1.928 – 1

= 0.928

Change in Entropy is given by

∆s = Cp * ln(T3/T2) - R * ln(p3/p2)

∆s = 1005 * ln(1.216) – 287 * ln(1.928)

∆s = 8.14 J/Kg K

Change in Enthalpy is given by

∆h= Cp∆t

∆h = 1005 * (T3 – T2)

∆h = 1005 * (416.23 – 342.3)

∆h = 74290 J/Kg K

Page 10: Supersonic Flow Over a Wedge(Oblique Shock Problem)

Analytical and Numerical Methods for Oblique Shock Problems Page 7

3. Expansion Corner of 4o

M3 = 2.25; P3 = 3.06 bar; T3 = 416.23 K; ϴ3 = 4o

Prandtl-Meyer Function

Refer the Isentropic Charts/ Normal Shock Charts ( Appendix 2). We obtain for mach

number 2.25 the value of Prandtl- Meyer Function ν3 = 33.018

ν4 = ν3 + ϴ3

ν4 = 33.018 + 4

ν4 = 37.018o

Refer the Normal Shock tables (Appendix 2). We obtain for ν4 = 37.018o the value of

corresponding mach number M4 as 2.41. Referring the same following values of

pressure ratio and temperature ratio are obtained as follows

p4/p3 = p4/p4t * p4t/p3t * p3t/p3; T4/T3 = T4/T4t * T4t/T3t * T3t/T3;

Since the flow is isentropic and no work is done, the stagnation temperature is constant (T t =

constant). Also there are no losses in the flow, hence the stagnation pressure is also constant

(pt = constant)

p4/p3 = 0.06734 * 1 * (0.08648)-1

; T4/T3 = 0.46262 * 1 * (0.49689)-1

p4/p3 = 0.7786; T4/T3 = 0.931

p4 = 0.7786 * 3.06; T4 = 0.931 * 416.23

p4 = 2.382516 bar; T4 = 387.52 K

Strength of Shock is given by

(p4/p3) – 1

0.7786 - 1

= -0.2214

Change in Entropy is given by

∆s = Cp * ln(T4/T3) - R * ln(p4/p3)

∆s = 1005 * ln(0.931) – 287 * ln(0.7786)

∆s = -0.02948 J/Kg K

Change in Enthalpy is given by

∆h= Cp∆t

∆h = 1005 * (T4 – T3)

∆h = 1005 * (387.52 - 416.23)

∆h = -28853 J/Kg K

Location of Shock β

pii/pi = 2γ/(γ-1) * Mi2 sin

2β – (γ-1) /(γ+1)........................................................................(eqn 8)

0.7786 = 2*1.4/(1.4-1) * 2.252sin

2β – (1.4-1)/(1.4+1)

β = sin-1

(0.4); β = +23.58o or -23.58

o

β = -23.58 o ……………………………(consider –ve value, since it’s a case of expansion)

Page 11: Supersonic Flow Over a Wedge(Oblique Shock Problem)

Analytical and Numerical Methods for Oblique Shock Problems Page 8

4. Expansion Corner of 4o

M4 = 2.41; P4 = 2.382 bar; T4 = 387.52 K; ϴ4 = 4o

Prandtl-Meyer Function

Refer the Isentropic Charts/ Normal Shock Charts ( Appendix 2). We obtain for mach

number 2.41 the value of Prandtl- Meyer Function ν4 = 37.018

ν5 = ν4 + ϴ4

ν4 = 37.018 + 4

ν4 = 41.018o

Refer the Normal Shock tables (Appendix 2). We obtain for ν5 = 41.018o the value of

corresponding mach number M5 as 2.54. Referring the same following values of

pressure ratio and temperature ratio are obtained as follows

p5/p4 = p5/p5t * p5t/p4t * p4t/p4; T5/T4 = T5/T5t * T5t/T4t * T4t/T4;

Since the flow is isentropic and no work is done, the stagnation temperature is constant (T t =

constant). Also there are no losses in the flow, hence the stagnation pressure is also constant

(pt = constant)

p5/p4 = 0.0550 * 1 * (0.06734)-1

; T5/T4 = 0. 43662 * 1 * (0.46262)-1

p5/p4 = 0.8167; T5/T4 = 0.9437

p5 = 0.8167*2.382; T4 = 0.9437 * 387.52

p5 = 1.94 bar; T5 = 365.74 K

Strength of Shock is given by

(p5/p4) – 1

0.8167 - 1

= -0.1833

Change in Entropy is given by

∆s = Cp * ln(T5/T4) - R * ln(p5/p4)

∆s = 1005 * ln(0.9437) – 287 * ln(0.8167)

∆s = -0.1239 J/Kg K

Change in Enthalpy is given by

∆h= Cp∆t

∆h = 1005 * (T5 – T4)

∆h = 1005 * (365.74 - 387.52)

∆h = -21889 J/Kg K

Location of Shock β

pii/pi = 2γ/(γ-1) * Mi2 sin

2β – (γ-1) /(γ+1)........................................................................(eqn 8)

0.8167 = 2*1.4/(1.4-1) * 2.412sin

2β – (1.4-1)/(1.4+1)

β = sin-1

(0.3809); β = +22.39o or -22.39

o

β = -22.39 o ……………………………(consider –ve value, since it’s a case of expansion)

Page 12: Supersonic Flow Over a Wedge(Oblique Shock Problem)

Analytical and Numerical Methods for Oblique Shock Problems Page 9

5. Expansion Corner of 4o

M5 = 2.54; p5 = 1.94 bar; T5 = 365.74 K; ϴ5 = 4o

Prandtl-Meyer Function

Refer the Isentropic Charts/ Normal Shock Charts ( Appendix 2). We obtain for mach

number 2.54 the value of Prandtl- Meyer Function ν5 = 41.018

ν6 = ν5 + ϴ5

ν6 = 41.018 + 4

ν6 = 45.018o

Refer the Normal Shock tables (Appendix 2). We obtain for ν6 = 45.018o the value of

corresponding mach number M6 as 2.77. Referring the same following values of

pressure ratio and temperature ratio are obtained as follows

p6/p5 = p6/p6t * p6t/p5t * p5t/p5; T6/T5 = T6/T6t * T6t/T5t * T5t/T5;

Since the flow is isentropic and no work is done, the stagnation temperature is constant (T t =

constant). Also there are no losses in the flow, hence the stagnation pressure is also constant

(pt = constant)

p6/p5 = 0.03858 * 1 * (0.0550)-1

; T6/T5 = 0.3954 * 1 * (0.4366)-1

p6/p5 = 0.7014; T6/T5 = 0.9036

p6 = 0.7014*1.94; T6 = 0.9036 * 365.74

p6 = 1.36 bar; T6 = 330.4 K

Strength of Shock is given by

(p6/p5) – 1

0.7014 - 1

= -0.2986

Change in Entropy is given by

∆s = Cp * ln(T6/T5) - R * ln(p6/p5)

∆s = 1005 * ln(0.9036) – 287 * ln(0.7014)

∆s = -0.08305 J/Kg K

Change in Enthalpy is given by

∆h= Cp∆t

∆h = 1005 * (T6 – T5)

∆h = 1005 * (330 – 365.74)

∆h = -35516.7 J/Kg K

Location of Shock β

pii/pi = 2γ/(γ-1) * Mi2 sin

2β – (γ-1) /(γ+1)........................................................................(eqn 8)

0.7014 = 2*1.4/(1.4-1) * 2.542sin

2β – (1.4-1)/(1.4+1)

β = sin-1

(0.34054); β = +19.91o or -19.91

o

β = -19.91 o ……………………………(consider –ve value, since it’s a case of expansion)

Page 13: Supersonic Flow Over a Wedge(Oblique Shock Problem)

Analytical and Numerical Methods for Oblique Shock Problems Page 10

6. Expansion Corner of 4o

M6 = 2.77; p6 = 1.36 bar; T6 = 330.4 K; ϴ6 = 4o

Prandtl-Meyer Function

ν7 = ν6 + ϴ6

ν7 = 45.018 + 4………………………………………………………(From Appendix 2)

ν7 = 49.018o

Refer the Normal Shock tables (Appendix 2). for ν7 = 49.018o, mach number M7 as 2.97.

values of pressure ratio and temperature ratio are obtained as follows

p7/p6 = p7/p7t * p7t/p6t * p6t/p6; T7/T6 = T7/T7t * T7t/T6t * T6t/T6;

Tt = constant and pt = constant

p7/p6 = 0.02848 * 1 * (0.03858)-1

; T7/T6 = 0.36177 * 1 * (0.39454)-1

p7/p6 = 0.7382; T7/T6 = 0.917

p7 = 0.7382*1.36; T6 = 0.917 * 330.4

p7 = 1.004 bar; T7 = 302.95 K

Strength of Shock is given by

(p7/p6) – 1

0.7382 - 1

= -0.2618

Change in Entropy is given by

∆s = Cp * ln(T7/T6) - R * ln(p7/p6)

∆s = 1005 * ln(0.917) – 287 * ln(0.7382)

∆s = -0.03504 J/Kg K

Change in Enthalpy is given by

∆h= Cp∆t

∆h = 1005 * (T7 – T6)

∆h = 1005 * (302.95 - 330)

∆h = -27185.25 J/Kg K

Location of Shock β

pii/pi = 2γ/(γ-1) * Mi2 sin

2β – (γ-1) /(γ+1)........................................................................(eqn 8)

0.7382 = 2*1.4/(1.4-1) * 2.772sin

2β – (1.4-1)/(1.4+1)

β = sin-1

(0.3380); β = +19.76o or -19.76

o

β = -19.76 o ……………………………(consider –ve value, since it’s a case of expansion)

Page 14: Supersonic Flow Over a Wedge(Oblique Shock Problem)

Analytical and Numerical Methods for Oblique Shock Problems Page 11

Analytical Calculations for Mach 4

Given free stream conditions are

M1 = 4

P1 = 1.01325 bar

T1 = 300 K

Compression Curves = 6o and 10

o

Expansion Curves = four 4o curves

1. Compression Corner of 6o

M1 = 4; P1 = 1.01325 bar; T1 = 300 K; ϴ1 = 6o

Location of Shock and Normal Mach Number

Refer the Oblique Shock Charts ( Appendix 1). We obtain for mach number 3 and ϴ =

6o the value of the shock wave angle as β1 as 19

o

Mn1 = M1 * sin ϴ

n1 = 4sin(19)

Mn1 = 1.3022

Refer the Normal Shock tables (Appendix 2). We obtain for mach number 1.3022 the

following values of pressure ratio, temperature ratio and downstream mach number

p2/p1 = 1.806; T2/T1 = 1.191; Mn2 = 0.7866

p2 = p1 * 1.806; T2 = T1 * 1.191; M2 = Mn2/sin(β-ϴ)

p2 = 1.0325 * 1.806; T2 = 300 * 1.191; M2 = 1.3022/sin(19-6)

p2 = 1.83 bar; T2 = 357.3 K; M2 = 3.5

Strength of Shock is given by

(p2 - p1)/p1 or (p2/p1) – 1

1.806 – 1

= 0.806

Change in Entropy is given by

∆s = Cp * ln(T2/T1) - R * ln(p2/p1)

∆s = 1005 * ln(1.191) – 287 * ln(1.806)

∆s = 6.0174 J/Kg K

Change in Enthalpy is given by

∆h= Cp∆t

∆h = 1005 * (T2 – T1)

∆h = 1005 * (357.3 – 300)

∆h = 57580 J/Kg K

Page 15: Supersonic Flow Over a Wedge(Oblique Shock Problem)

Analytical and Numerical Methods for Oblique Shock Problems Page 12

2. Compression Corner of 10o

M2 = 3.5; P2 = 1.83 bar; T2 = 357.3 K; ϴ2 = 10o

Location of Shock

Refer the Oblique Shock Charts ( Appendix 1). We obtain for mach number 3.5 and ϴ

= 10o the value of the shock wave angle as β2 as 24.5

o

Mn2 = M1 * sin ϴ

n2 = 3.5sin(24.5)

Mn2 = 1.45

Refer the Normal Shock tables (Appendix 2). We obtain for mach number 1.45 the

following values of pressure ratio, temperature ratio and downstream mach number

p3/p2 = 2.286; T3/T2 = 1.287; Mn3 = 0.7196

p3 = p2 * 2.286; T3 = T2 * 1.287; M3 = Mn3/sin(β-ϴ)

p3 = 1.83 * 2.286; T3 = 357.3 * 1.287; M3 = 1.45/sin(24.5-10)

p3 = 4.1 bar; T3 = 459.87 K; M3 = 2.874

Strength of Shock is given by

(p3/p2) – 1

2.286 – 1

= 1.286

Change in Entropy is given by

∆s = Cp * ln(T3/T2) - R * ln(p3/p2)

∆s = 1005 * ln(1.287) – 287 * ln(2.286)

∆s = 16.28 J/Kg K

Change in Enthalpy is given by

∆h= Cp∆t

∆h = 1005 * (T3 – T2)

∆h = 1005 * (459.87 – 357.3)

∆h = 103068 J/Kg K

Page 16: Supersonic Flow Over a Wedge(Oblique Shock Problem)

Analytical and Numerical Methods for Oblique Shock Problems Page 13

3. Expansion Corner of 4o

M3 = 2.874; P3 = 4.1 bar; T3 = 459.87 K; ϴ3 = 4o

Prandtl-Meyer Function

Refer the Isentropic Charts/ Normal Shock Charts ( Appendix 2). We obtain for mach

number 2.874 the value of Prandtl- Meyer Function ν3 = 47.18523

ν4 = ν3 + ϴ3

ν4 = 47.18523 + 4

ν4 = 51.18523o

Refer the Normal Shock tables (Appendix 2). We obtain for ν4 = 51.18523o the value of

corresponding mach number M4 as 3.07. Referring the same following values of

pressure ratio and temperature ratio are obtained as follows

p4/p3 = p4/p4t * p4t/p3t * p3t/p3; T4/T3 = T4/T4t * T4t/T3t * T3t/T3;

Since the flow is isentropic and no work is done, the stagnation temperature is constant (Tt =

constant). Also there are no losses in the flow, hence the stagnation pressure is also constant

(pt = constant)

p4/p3 = 0.02453 * 1 * (0.03312)-1

; T4/T3 = 0.34810 * 1 * (0.3773)-1

p4/p3 = 0.7426; T4/T3 = 0.918

p4 = 0.7426 * 4.10; T4 = 0.918 * 459.87

p4 = 3.035000 bar; T4 = 424.279 K

Strength of Shock is given by

(p4/p3) – 1

0.7426 - 1

= -0.2626

Change in Entropy is given by

∆s = Cp * ln(T4/T3) - R * ln(p4/p3)

∆s = 1005 * ln(0.918) – 287 * ln(0.7426)

∆s = -0.57512 J/Kg K

Change in Enthalpy is given by

∆h= Cp∆t

∆h = 1005 * (T4 – T3)

∆h = 1005 * (424.279 – 459.87)

∆h = -35591 J/Kg K

Location of Shock β

pii/pi = 2γ/(γ-1) * Mi2 sin

2β – (γ-1) /(γ+1)........................................................................(eqn 8)

0.7426 = 2*1.4/(1.4-1) * 2.8742sin

2β – (1.4-1)/(1.4+1)

Page 17: Supersonic Flow Over a Wedge(Oblique Shock Problem)

Analytical and Numerical Methods for Oblique Shock Problems Page 14

β = sin-1

(0.3067); β = +17.86o or -17.86

o

β = -17.86 o ……………………………(consider –ve value, since it’s a case of expansion)

4. Expansion Corner of 4o

M4 = 3.07; P4 = 3.035 bar; T4 = 424.279 K; ϴ4 = 4o

Prandtl-Meyer Function

Refer the Isentropic Charts/ Normal Shock Charts ( Appendix 2). We obtain for mach

number 2.41 the value of Prandtl- Meyer Function ν4 = 51.18523

ν5 = ν4 + ϴ4

ν4 = 51.18523 + 4

ν4 = 55.18523o

Refer the Normal Shock tables (Appendix 2). We obtain for ν5 = 55.18523o the value of

corresponding mach number M5 as 3.9. Referring the same following values of pressure

ratio and temperature ratio are obtained as follows

p5/p4 = p5/p5t * p5t/p4t * p4t/p4; T5/T4 = T5/T5t * T5t/T4t * T4t/T4;

Since the flow is isentropic and no work is done, the stagnation temperature is constant (T t =

constant). Also there are no losses in the flow, hence the stagnation pressure is also constant

(pt = constant)

p5/p4 = 0.01773 * 1 * (0.02452)-1

; T5/T4 = 0. 31597 * 1 * (0.34810)-1

p5/p4 = 0.72308; T5/T4 = 0.907

p5 = 0.72308*3.07; T4 = 0.907 * 424.279

p5 = 2.19455 bar; T5 = 385.11 K

Strength of Shock is given by

(p5/p4) – 1

0.72308 - 1

= -0.277

Change in Entropy is given by

∆s = Cp * ln(T5/T4) - R * ln(p5/p4)

∆s = 1005 * ln(0.907) – 287 * ln(0.72308)

∆s = -5.04 J/Kg K

Change in Enthalpy is given by

∆h= Cp∆t

∆h = 1005 * (T5 – T4)

∆h = 1005 * (385.11 – 424.279)

∆h = -39364.845 J/Kg K

Location of Shock β

pii/pi = 2γ/(γ-1) * Mi2 sin

2β – (γ-1) /(γ+1)........................................................................(eqn 8)

0.72308 = 2*1.4/(1.4-1) * 3.072sin

2β – (1.4-1)/(1.4+1)

Page 18: Supersonic Flow Over a Wedge(Oblique Shock Problem)

Analytical and Numerical Methods for Oblique Shock Problems Page 15

β = sin-1

(0.2843); β = +16.52o or -16.52

o

β = -16.52 o ……………………………(consider –ve value, since it’s a case of expansion)

5. Expansion Corner of 4o

M5 = 3.29; p5 = 2.19455 bar; T5 = 385.11 K; ϴ5 = 4o

Prandtl-Meyer Function

Refer the Isentropic Charts/ Normal Shock Charts ( Appendix 2). We obtain for mach

number 3.29 the value of Prandtl- Meyer Function ν5 = 55.18523

ν6 = ν5 + ϴ5

ν6 = 55.18523 + 4

ν6 = 59.18523o

Refer the Normal Shock tables (Appendix 2). We obtain for ν6 = 59.18523o the value of

corresponding mach number M6 as 3.54. Referring the same following values of

pressure ratio and temperature ratio are obtained as follows

p6/p5 = p6/p6t * p6t/p5t * p5t/p5; T6/T5 = T6/T6t * T6t/T5t * T5t/T5;

Since the flow is isentropic and no work is done, the stagnation temperature is constant (T t =

constant). Also there are no losses in the flow, hence the stagnation pressure is also constant

(pt = constant)

p6/p5 = 0.01239 * 1 * (0.01773)-1

; T6/T5 = 0.28520 * 1 * (0.31597)-1

p6/p5 = 0.7000; T6/T5 = 0.9026

p6 = 0.7000*2.19455; T6 = 0.9026 * 385.11

p6 = 1.46 bar; T6 = 347.06 K

Strength of Shock is given by

(p6/p5) – 1

0.7000 - 1

= -0.3000

Change in Entropy is given by

∆s = Cp * ln(T6/T5) - R * ln(p6/p5)

∆s = 1005 * ln(0.9026) – 287 * ln(0.7000)

∆s = -0.62246 J/Kg K

Change in Enthalpy is given by

∆h= Cp∆t

∆h = 1005 * (T6 – T5)

∆h = 1005 * (347.06 – 384.11)

∆h = -38240.25 J/Kg K

Location of Shock β

pii/pi = 2γ/(γ-1) * Mi2 sin

2β – (γ-1) /(γ+1)........................................................................(eqn 8)

0.7000 = 2*1.4/(1.4-1) * 3.292sin

2β – (1.4-1)/(1.4+1)

Page 19: Supersonic Flow Over a Wedge(Oblique Shock Problem)

Analytical and Numerical Methods for Oblique Shock Problems Page 16

β = sin-1

(0.2619); β = +15.187o or -15.187

o

β = -15.187o …………………………(consider –ve value, since it’s a case of expansion)

6. Expansion Corner of 4o

M6 = 3.54; p6 = 1.46 bar; T6 = 347.06 K; ϴ6 = 4o

Prandtl-Meyer Function

ν7 = ν6 + ϴ6

ν7 = 59.18523+ 4……………………………………………………………(Appendix 2)

ν7 = 64.18523o

Refer the Normal Shock tables (Appendix 2). for ν7 = 64.18523o, mach number M7 as

3.81. pressure ratio and temperature ratio are obtained as follows

p7/p6 = p7/p7t * p7t/p6t * p6t/p6; T7/T6 = T7/T7t * T7t/T6t * T6t/T6;

Tt = constant; pt = constant

p7/p6 = 0.00851 * 1 * (0.01239)-1

; T7/T6 = 0.25620 * 1 * (0.28520)-1

p7/p6 = 0.6868; T7/T6 = 0.8983

p7 = 0.6868*1.46; T6 = 0.8983 * 347.06

p7 = 1.00279 bar; T7 = 308.88 K

Strength of Shock is given by

(p7/p6) – 1

0.6868 - 1

= -0.3132

Change in Entropy is given by

∆s = Cp * ln(T7/T6) - R * ln(p7/p6)

∆s = 1005 * ln(0.8983) – 287 * ln(0.6868)

∆s = -0.2937 J/Kg K

Change in Enthalpy is given by

∆h= Cp∆t

∆h = 1005 * (T7 – T6)

∆h = 1005 * (302.95 - 330)

∆h = -38370.9J/Kg K

Location of Shock β

pii/pi = 2γ/(γ-1) * Mi2 sin

2β – (γ-1) /(γ+1)........................................................................(eqn 8)

0.6868 = 2*1.4/(1.4-1) * 3.542sin

2β – (1.4-1)/(1.4+1)

β = sin-1

(0.2415); β = +13.98o or -13.98

o

β = -13.98o……………………………(consider –ve value, since it’s a case of expansion)

Page 20: Supersonic Flow Over a Wedge(Oblique Shock Problem)

Analytical and Numerical Methods for Oblique Shock Problems Page 17

The Total Change in Entropy for Mach 3

∑∆s = 3.10 + 8.14 -0.2948 – 0.1239 – 0.08305 – 0.03504 = 10.703 J/Kg K

The Total Change in Enthalpy for Mach 3

∑∆h = 42.511 + 74.290 – 28.853 – 21.88 – 35.5167 – 27.185 = 3.716 KJ/Kg K

The Total Change in Entropy for Mach 4

∑∆s = 6.0174 + 16.28 – 0.57512 – 5.04 – 0.62246 – 0.2937 = 15.76612 J/Kg K

The Total Change in Enthalpy Mach 4

∑∆h = 57.58 + 103.68 – 35.591 – 39.364 – 38.240 – 38.370 = 9.695 KJ/Kg K

Page 21: Supersonic Flow Over a Wedge(Oblique Shock Problem)

Analytical and Numerical Methods for Oblique Shock Problems Page 18

Verification of Results Using Flow Simulating Software Star

CCM

Page 22: Supersonic Flow Over a Wedge(Oblique Shock Problem)

For Mach 3

Page 23: Supersonic Flow Over a Wedge(Oblique Shock Problem)

For Mach 4

Page 24: Supersonic Flow Over a Wedge(Oblique Shock Problem)

Analytical and Numerical Methods for Oblique Shock Problems Page 19

Comparison of Analytical and Numerical Results

For Mach 3

At points 1 2 3 4 5 6 7

Mach Number Analytical 3 2.685 2.25 2.41 2.54 2.77 2.97

Numerical 3 2.74 2.3195 2.5227 2.698 2.92 2.9632

Pressure(bar) Analytical 1.0132 1.59 3.06 2.382 1.95 1.36 1.004

Numerical 1.0132 1.612 2.98 2.46 1.869 1.269 1.0118

Temperature(K) Analytical 300 342 416.23 387.52 365.94 330.4 302.95

Numerical 300 343.46 411.98 393.3 362.15 324.78 299.86

For Mach 4 At points 1 2 3 4 5 6 7

Mach Number Analytical 4 3.5 2.874 3.07 3.29 3.54 3.81

Numerical 4 3.57 2.874 3.035 3.35 3.62 3.948

Pressure(bar) Analytical 1.013 1.83 4.1 3.035 2.1945 1.46 1.002

Numerical 1.013 1.786 4.13 3.08 2.04 1.394 1.003

Temperature(K) Analytical 300 357.3 459.8 424.27 385.11 347.06 308.8

Numerical 300 361.9 459.7 415.3 379.76 344.22 299.7

Conclusion

From the above results we can see that the analytical and numerical results almost

comply with each other although there are small differences between the two values.

These differences are mainly because the fact that numerical simulation approximates

the governing equations to algebraic equations. This approximation leads to deviation

from the analytical values.

Other factor resulting into deviation is fineness of meshing of the component.

Discretization of the domain is a part of numerical preprocessing. Thus the entire

domain is discretized into number of small domains. The discontinuities of the

numerical solution over these number of small domains results in deviation.

Another important factor is the number of inner iterations selected by the user. The

higher the number of inner iterations the more the numerical solution is close to

analytical solution

Also the entropy change in each region and over the entire is region yields a very small

value since the entropy change is directly affected by the cube of flow deflection angle.

This was found to be correct after obtaining the values for the change in entropy.

Page 25: Supersonic Flow Over a Wedge(Oblique Shock Problem)

Analytical and Numerical Methods for Oblique Shock Problems Page 20

Appendix 1

Fig: Variation of Wave Deflection Angle wrt to Flow Deflection Angle for Various Mach Numbers

Page 26: Supersonic Flow Over a Wedge(Oblique Shock Problem)
Sameer
Typewritten Text
Sameer
Typewritten Text
Sameer
Typewritten Text
Sameer
Typewritten Text
Sameer
Typewritten Text
Appendix 2
Sameer
Typewritten Text
Sameer
Typewritten Text
Sameer
Typewritten Text
Sameer
Typewritten Text
Sameer
Typewritten Text
Sameer
Typewritten Text
Page 27: Supersonic Flow Over a Wedge(Oblique Shock Problem)
Page 28: Supersonic Flow Over a Wedge(Oblique Shock Problem)
Page 29: Supersonic Flow Over a Wedge(Oblique Shock Problem)