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A Numerical Study on the Iterative
Techniques to Solve Partial Cavitation on
Marine Propellers Using BEM
J. Baltazar and J.A.C. Falc˜ao de Campos
Marine Environment and Technology Center (MARETEC)
Department of Mechanical Engineering
Instituto Superior T´ecnico (IST)
Lisbon, Portugal
MARETEC
MARINE 2009 Trondheim, Norway 15-17 June 1 / 17
Introduction
Motivations
BEM potential flow calculations have been used in the analysis
of marine propellers with sheet cavitation.
Calculations may be time consuming due to solution of new
system of equations during cavity extent iterative determination.
Objectives
Investigate an alternative iterative technique to solve the linear
system of equations for the prediction of the cavity planform.
MARINE 2009 Trondheim, Norway 15-17 June 2 / 17
Mathematical Formulation
Potential Flow Problem
Undisturbed onset velocity:
U∞ = Uex + Ωreθ
Velocity field: V = U∞ + φ
Laplace equation: 2
φ = 0
Boundary conditions:
∂φ
∂n = −n · U∞ on SB ∪ SH
D
Dt [s3 − η (s1, s2)] = 0,
−Cp = σ on SC
V + · n = V − · n, p+ = p− on SW
φ → 0 if |r| → ∞
Kutta condition: | φ| < ∞
U
y
θ
Ω
x
r
z
SB
SC
SH
SC
s1
s2
s3
q
h cavity thickness
MARINE 2009 Trondheim, Norway 15-17 June 3 / 17
Mathematical Formulation
Integral Equation
Fredholm integral equation for Morino formulation:
2πφ (p) =
SB∪SH∪SC
G ∂φ
∂nq
− φ (q) ∂G
∂nq
dS −
SW
∆φ (q) ∂G
∂nq
dS
Green’s function: G(p, q) = −1/R(p, q)
MARINE 2009 Trondheim, Norway 15-17 June 4 / 17
Numerical Method
Cavitation Model
KBC and DBC applied on the blade surface SB beneath the
cavity.
KBC: ∂η
∂s1
[Vs1 − Vs2 cos θ] + ∂η
∂s2
[Vs2 − Vs1 cos θ] = Vs3 sin2
θ.
DBC: φ = φ0+
s2
s1
V 2
ref σ + V∞
2
− 2gy − V 2
u2
ds1 +
s2
s1
−V∞ · t1 ds1.
Pressure recovery model: smooth transition from vapour pressure
to the pressure on the wet part immediately downstream.
MARINE 2009 Trondheim, Norway 15-17 June 5 / 17
Numerical Method
Surface discretisation
Hyperboloidal quadrilateral panels.
Propeller blade surface: cosine spacing in the radial and
chordwise directions.
Hub surface: elliptical grid generator (E¸ca, 1994).
Blade wake surface: half-cosine spacing along the streamwise
direction.
MARINE 2009 Trondheim, Norway 15-17 June 6 / 17
Numerical Method
Complete System of Equations
Constant strength of the dipole and source distributions on
each panel.
Numerical Kutta condition: rigid wake model with iterative
pressure Kutta condition.
Integral equation solved by the collocation method:



D11 · · · D1N
...
...
...
DN1 · · · DNN






φ1
...
φN



=



S11 · · · S1N
...
...
...
SN1 · · · SNN






σ1
...
σN



,
Dij and Sij , dipole and source influence coefficients, respectively.
MARINE 2009 Trondheim, Norway 15-17 June 7 / 17
Solution Method
Conventional Coupled Procedure (CCP)









D11 · · · D1N
...
... Sij
...
...
DN1 · · · DNN












φ
(wet)
1
...
σ
(cav)
k
...
φ
(wet)
N



=









S11 · · · S1N
...
... Dij
...
...
SN1 · · · SNN












σ
(wet)
1
...
φ
(cav)
k
...
σ
(wet)
N



Known: φ(cav)
from DBC and σ(wet)
from KBC.
Unknowns: φ(wet)
and σ(cav)
.
MARINE 2009 Trondheim, Norway 15-17 June 8 / 17
Solution Method
Reduced System of Equations
Decomposition: {φ} = {φw } + {φc}
{σ} = {σw } + {σc}
with: w wetted solution
c cavity perturbation to the wetted solution
From [D] {φ} = [S] {σ},
we write [D] ¨¨¨
{φw } + {φc} = [S] ¨¨¨{σw } + {σc} .
Note that {σc} = 0 on the wetted part.
We introduce [S] {σc} = [D] {φc}
Nc ×Nc Nc ×1 Nc ×N N×1
where: Nc is the number of cavitating panels
N total number of panels
MARINE 2009 Trondheim, Norway 15-17 June 9 / 17
Solution Method
Iteratively Coupled Procedure (ICP)
1 {φc} known from DBC.
2 Estimation of {σc} (on the cavity):
[S] {σc} = [D] {φc}.
3 {σw } known from KBC.
4 Source distribution: {σ} = {σw } + {σc}.
5 Calculation of {φ} (in all domain):
[D] {φ} = [S] {σ}.
6 Estimation of cavity thickness and length from KBC.
MARINE 2009 Trondheim, Norway 15-17 June 10 / 17
Test Case
S-Propeller (Kuiper, 1981)
X
Y
Z
X
Y
Z
Discretisation: 100×20 Blade, 150×20 Wake, 100×36 Hub.
MARINE 2009 Trondheim, Norway 15-17 June 11 / 17
Results
Numerical Calculations
0.0051
0.0045
0.0040
0.0034
0.0028
0.0023
0.0017
0.0011
0.0006
0.0000
η/R
J=0.6, σn
=1.2
0.0128
0.0114
0.0100
0.0086
0.0071
0.0057
0.0043
0.0029
0.0014
0.0000
η/R
J=0.4, σn
=2.2
0.0201
0.0177
0.0153
0.0128
0.0104
0.0080
0.0055
0.0031
0.0007
0.0001
0.0000
η/R
J=0.4, σn
=1.5
Iteration
0 5 10 15 20
0.0
0.2
0.4
0.6
0.8
lc max
Ac
/Ae
η
Iteration
0 5 10 15 20 25
0.0
0.2
0.4
0.6
0.8
lc max
Ac
/Ae
η
Iteration
0 5 10 15 20 25 30 35 40
0.0
0.2
0.4
0.6
0.8
lc max
Ac
/Ae
η
MARINE 2009 Trondheim, Norway 15-17 June 12 / 17
Results
Differences Between Procedures: δ(φ) = |φICP
− φCCP
|, δ(Cp) = |CICP
p − CCCP
p |
Perturbation
Potential φ
0.00121
0.00076
0.00048
0.00030
0.00019
0.00012
0.00007
0.00005
0.00003
0.00002
δ(φ)
J=0.6, σn
=1.2
0.00303
0.00190
0.00119
0.00075
0.00047
0.00030
0.00019
0.00012
0.00007
0.00005
δ(φ)
J=0.4, σn
=2.2
0.00066
0.00042
0.00026
0.00016
0.00010
0.00006
0.00004
0.00003
0.00002
0.00001
δ(φ)
J=0.4, σn
=1.5
Pressure
Coefficient
Cp
1.1187
0.9958
0.8728
0.7499
0.6270
0.5040
0.3811
0.2582
0.1352
0.0123
δ(Cp
)
3.7376
3.3269
2.9161
2.5054
2.0947
1.6840
1.2732
0.8625
0.4518
0.0411
δ(Cp
)
0.8937
0.5612
0.3525
0.2214
0.1390
0.0873
0.0548
0.0344
0.0216
0.0136
δ(Cp
)
MARINE 2009 Trondheim, Norway 15-17 June 13 / 17
Results
Computational Time
Conventional Coupled Procedure
(Complete System of Equations)
⇓
87,3 sec./iter.
Iteratively Coupled Procedure
(with Reduced System of Equations)
⇓
2,3 sec./iter.
MARINE 2009 Trondheim, Norway 15-17 June 14 / 17
Results
Comparison with Vaz (2005)
Present
Method
0.0051
0.0045
0.0040
0.0034
0.0028
0.0023
0.0017
0.0011
0.0006
0.0000
η/R
J=0.6, σn
=1.2
0.0128
0.0114
0.0100
0.0086
0.0071
0.0057
0.0043
0.0029
0.0014
0.0000
η/R
J=0.4, σn
=2.2
0.0201
0.0177
0.0153
0.0128
0.0104
0.0080
0.0055
0.0031
0.0007
0.0001
0.0000
η/R
J=0.4, σn
=1.5
Vaz
(2005)
0.0045
0.0040
0.0035
0.0030
0.0025
0.0020
0.0015
0.0010
0.0005
0.0000
η/R
0.0120
0.0107
0.0093
0.0080
0.0067
0.0054
0.0041
0.0028
0.0014
0.0001
η/R
0.0202
0.0180
0.0158
0.0135
0.0113
0.0091
0.0069
0.0047
0.0024
0.0002
η/R
MARINE 2009 Trondheim, Norway 15-17 June 15 / 17
Results
Comparison with Experiments (Kuiper, 1989)
0.0051
0.0045
0.0040
0.0034
0.0028
0.0023
0.0017
0.0011
0.0006
0.0000
η/R
J=0.6, σn
=1.2
0.0128
0.0114
0.0100
0.0086
0.0071
0.0057
0.0043
0.0029
0.0014
0.0000
η/R
J=0.4, σn
=2.2
0.0201
0.0177
0.0153
0.0128
0.0104
0.0080
0.0055
0.0031
0.0007
0.0001
0.0000
η/R
J=0.4, σn
=1.5
MARINE 2009 Trondheim, Norway 15-17 June 16 / 17
Conclusions
The new iteratively coupled procedure converged for all
cases to the solution of the conventional coupled system.
Small differences are seen near the re-attachment region.
A large reduction in computational time is achieved with
the iteratively coupled procedure.
Similar cavity extents and thicknesses are seen between
the present method and the results of Vaz (2005).
Some differences are found near the blade tip.
Comparison with experiments:
Cavity inception is under-predicted for J = 0, 6;
Reasonable to good agreement of the cavity extent
for J = 0, 4.
MARINE 2009 Trondheim, Norway 15-17 June 17 / 17

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A Numerical Study on the Iterative Techniques to Solve Partial Cavitation on Marine Propellers Using BEM

  • 1. A Numerical Study on the Iterative Techniques to Solve Partial Cavitation on Marine Propellers Using BEM J. Baltazar and J.A.C. Falc˜ao de Campos Marine Environment and Technology Center (MARETEC) Department of Mechanical Engineering Instituto Superior T´ecnico (IST) Lisbon, Portugal MARETEC MARINE 2009 Trondheim, Norway 15-17 June 1 / 17
  • 2. Introduction Motivations BEM potential flow calculations have been used in the analysis of marine propellers with sheet cavitation. Calculations may be time consuming due to solution of new system of equations during cavity extent iterative determination. Objectives Investigate an alternative iterative technique to solve the linear system of equations for the prediction of the cavity planform. MARINE 2009 Trondheim, Norway 15-17 June 2 / 17
  • 3. Mathematical Formulation Potential Flow Problem Undisturbed onset velocity: U∞ = Uex + Ωreθ Velocity field: V = U∞ + φ Laplace equation: 2 φ = 0 Boundary conditions: ∂φ ∂n = −n · U∞ on SB ∪ SH D Dt [s3 − η (s1, s2)] = 0, −Cp = σ on SC V + · n = V − · n, p+ = p− on SW φ → 0 if |r| → ∞ Kutta condition: | φ| < ∞ U y θ Ω x r z SB SC SH SC s1 s2 s3 q h cavity thickness MARINE 2009 Trondheim, Norway 15-17 June 3 / 17
  • 4. Mathematical Formulation Integral Equation Fredholm integral equation for Morino formulation: 2πφ (p) = SB∪SH∪SC G ∂φ ∂nq − φ (q) ∂G ∂nq dS − SW ∆φ (q) ∂G ∂nq dS Green’s function: G(p, q) = −1/R(p, q) MARINE 2009 Trondheim, Norway 15-17 June 4 / 17
  • 5. Numerical Method Cavitation Model KBC and DBC applied on the blade surface SB beneath the cavity. KBC: ∂η ∂s1 [Vs1 − Vs2 cos θ] + ∂η ∂s2 [Vs2 − Vs1 cos θ] = Vs3 sin2 θ. DBC: φ = φ0+ s2 s1 V 2 ref σ + V∞ 2 − 2gy − V 2 u2 ds1 + s2 s1 −V∞ · t1 ds1. Pressure recovery model: smooth transition from vapour pressure to the pressure on the wet part immediately downstream. MARINE 2009 Trondheim, Norway 15-17 June 5 / 17
  • 6. Numerical Method Surface discretisation Hyperboloidal quadrilateral panels. Propeller blade surface: cosine spacing in the radial and chordwise directions. Hub surface: elliptical grid generator (E¸ca, 1994). Blade wake surface: half-cosine spacing along the streamwise direction. MARINE 2009 Trondheim, Norway 15-17 June 6 / 17
  • 7. Numerical Method Complete System of Equations Constant strength of the dipole and source distributions on each panel. Numerical Kutta condition: rigid wake model with iterative pressure Kutta condition. Integral equation solved by the collocation method:    D11 · · · D1N ... ... ... DN1 · · · DNN       φ1 ... φN    =    S11 · · · S1N ... ... ... SN1 · · · SNN       σ1 ... σN    , Dij and Sij , dipole and source influence coefficients, respectively. MARINE 2009 Trondheim, Norway 15-17 June 7 / 17
  • 8. Solution Method Conventional Coupled Procedure (CCP)          D11 · · · D1N ... ... Sij ... ... DN1 · · · DNN             φ (wet) 1 ... σ (cav) k ... φ (wet) N    =          S11 · · · S1N ... ... Dij ... ... SN1 · · · SNN             σ (wet) 1 ... φ (cav) k ... σ (wet) N    Known: φ(cav) from DBC and σ(wet) from KBC. Unknowns: φ(wet) and σ(cav) . MARINE 2009 Trondheim, Norway 15-17 June 8 / 17
  • 9. Solution Method Reduced System of Equations Decomposition: {φ} = {φw } + {φc} {σ} = {σw } + {σc} with: w wetted solution c cavity perturbation to the wetted solution From [D] {φ} = [S] {σ}, we write [D] ¨¨¨ {φw } + {φc} = [S] ¨¨¨{σw } + {σc} . Note that {σc} = 0 on the wetted part. We introduce [S] {σc} = [D] {φc} Nc ×Nc Nc ×1 Nc ×N N×1 where: Nc is the number of cavitating panels N total number of panels MARINE 2009 Trondheim, Norway 15-17 June 9 / 17
  • 10. Solution Method Iteratively Coupled Procedure (ICP) 1 {φc} known from DBC. 2 Estimation of {σc} (on the cavity): [S] {σc} = [D] {φc}. 3 {σw } known from KBC. 4 Source distribution: {σ} = {σw } + {σc}. 5 Calculation of {φ} (in all domain): [D] {φ} = [S] {σ}. 6 Estimation of cavity thickness and length from KBC. MARINE 2009 Trondheim, Norway 15-17 June 10 / 17
  • 11. Test Case S-Propeller (Kuiper, 1981) X Y Z X Y Z Discretisation: 100×20 Blade, 150×20 Wake, 100×36 Hub. MARINE 2009 Trondheim, Norway 15-17 June 11 / 17
  • 12. Results Numerical Calculations 0.0051 0.0045 0.0040 0.0034 0.0028 0.0023 0.0017 0.0011 0.0006 0.0000 η/R J=0.6, σn =1.2 0.0128 0.0114 0.0100 0.0086 0.0071 0.0057 0.0043 0.0029 0.0014 0.0000 η/R J=0.4, σn =2.2 0.0201 0.0177 0.0153 0.0128 0.0104 0.0080 0.0055 0.0031 0.0007 0.0001 0.0000 η/R J=0.4, σn =1.5 Iteration 0 5 10 15 20 0.0 0.2 0.4 0.6 0.8 lc max Ac /Ae η Iteration 0 5 10 15 20 25 0.0 0.2 0.4 0.6 0.8 lc max Ac /Ae η Iteration 0 5 10 15 20 25 30 35 40 0.0 0.2 0.4 0.6 0.8 lc max Ac /Ae η MARINE 2009 Trondheim, Norway 15-17 June 12 / 17
  • 13. Results Differences Between Procedures: δ(φ) = |φICP − φCCP |, δ(Cp) = |CICP p − CCCP p | Perturbation Potential φ 0.00121 0.00076 0.00048 0.00030 0.00019 0.00012 0.00007 0.00005 0.00003 0.00002 δ(φ) J=0.6, σn =1.2 0.00303 0.00190 0.00119 0.00075 0.00047 0.00030 0.00019 0.00012 0.00007 0.00005 δ(φ) J=0.4, σn =2.2 0.00066 0.00042 0.00026 0.00016 0.00010 0.00006 0.00004 0.00003 0.00002 0.00001 δ(φ) J=0.4, σn =1.5 Pressure Coefficient Cp 1.1187 0.9958 0.8728 0.7499 0.6270 0.5040 0.3811 0.2582 0.1352 0.0123 δ(Cp ) 3.7376 3.3269 2.9161 2.5054 2.0947 1.6840 1.2732 0.8625 0.4518 0.0411 δ(Cp ) 0.8937 0.5612 0.3525 0.2214 0.1390 0.0873 0.0548 0.0344 0.0216 0.0136 δ(Cp ) MARINE 2009 Trondheim, Norway 15-17 June 13 / 17
  • 14. Results Computational Time Conventional Coupled Procedure (Complete System of Equations) ⇓ 87,3 sec./iter. Iteratively Coupled Procedure (with Reduced System of Equations) ⇓ 2,3 sec./iter. MARINE 2009 Trondheim, Norway 15-17 June 14 / 17
  • 15. Results Comparison with Vaz (2005) Present Method 0.0051 0.0045 0.0040 0.0034 0.0028 0.0023 0.0017 0.0011 0.0006 0.0000 η/R J=0.6, σn =1.2 0.0128 0.0114 0.0100 0.0086 0.0071 0.0057 0.0043 0.0029 0.0014 0.0000 η/R J=0.4, σn =2.2 0.0201 0.0177 0.0153 0.0128 0.0104 0.0080 0.0055 0.0031 0.0007 0.0001 0.0000 η/R J=0.4, σn =1.5 Vaz (2005) 0.0045 0.0040 0.0035 0.0030 0.0025 0.0020 0.0015 0.0010 0.0005 0.0000 η/R 0.0120 0.0107 0.0093 0.0080 0.0067 0.0054 0.0041 0.0028 0.0014 0.0001 η/R 0.0202 0.0180 0.0158 0.0135 0.0113 0.0091 0.0069 0.0047 0.0024 0.0002 η/R MARINE 2009 Trondheim, Norway 15-17 June 15 / 17
  • 16. Results Comparison with Experiments (Kuiper, 1989) 0.0051 0.0045 0.0040 0.0034 0.0028 0.0023 0.0017 0.0011 0.0006 0.0000 η/R J=0.6, σn =1.2 0.0128 0.0114 0.0100 0.0086 0.0071 0.0057 0.0043 0.0029 0.0014 0.0000 η/R J=0.4, σn =2.2 0.0201 0.0177 0.0153 0.0128 0.0104 0.0080 0.0055 0.0031 0.0007 0.0001 0.0000 η/R J=0.4, σn =1.5 MARINE 2009 Trondheim, Norway 15-17 June 16 / 17
  • 17. Conclusions The new iteratively coupled procedure converged for all cases to the solution of the conventional coupled system. Small differences are seen near the re-attachment region. A large reduction in computational time is achieved with the iteratively coupled procedure. Similar cavity extents and thicknesses are seen between the present method and the results of Vaz (2005). Some differences are found near the blade tip. Comparison with experiments: Cavity inception is under-predicted for J = 0, 6; Reasonable to good agreement of the cavity extent for J = 0, 4. MARINE 2009 Trondheim, Norway 15-17 June 17 / 17