Computational Analysis of Added Resistance in Short …€¦ · Computational Analysis of Added...
Transcript of Computational Analysis of Added Resistance in Short …€¦ · Computational Analysis of Added...
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Computational Analysis of Added
Resistance in Short Waves
2013 International Research Exchange Meeting of Ship and Ocean Engineering in Osaka
20-21 December, Osaka, Japan
Yonghwan Kim, Kyung-Kyu Yang and Min-Guk Seo
Seoul National University
Department of Naval Architecture & Ocean Engineering
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Background
2
Need for analysis of added resistance in short wave due to increase of
ship length
Investigate the effect of different bow shape to added resistance
Energy Efficiency Design Index (EEDI) Restrict greenhouse gas emissions
Added Resistance
Strip RPM CFD
Experiment Numerical Methods
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State of the Art
3
Experiments Journee (1992): Wigley hull
Fujii and Takahashi (1975), Nakamura and Naito (1977): S175 containership
Kuroda et al. (2012): Different bow shapes above the waterline
Sadat-Hosseini et al. (2013): KVLCC2
Kashiwagi (2013): Modified Wigley hull, Unsteady wave analysis
Potential Flow Maruo (1960), Newman (1967), Salvesen(1978), Faltinsen et al. (1980)
Joncquez et al. (2008): Rankine panel method in time domain
Kashiwagi et al. (2009): Enhanced unified theory, correction in short waves
Kim and Kim (2011): Rankine panel method in time domain, irregular waves
Seo et al. (2013): Comparative study for computation methods
CFD – Added Resistance Orihara and Miyata (2003): RANS, FVM, overlapping grid
Hu and Kashiwagi (2007): CIP, Cartesian grid, immersed boundary
Visonneau et al., (2010): Unstructured hexahedral grid, mesh deformation
Sadat-Hosseini et al. (2013): RANS, overset, block structured, Level-set
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Rankine Panel Method
4
( )T R x
2 0 in fluid domain Governing Equation
2
2( ) ( ) on 0d d
d d IU U zt z z
1( ) ( ) on 0
2
dd d IU g U U z
t t
6
1
onjd I
j j j B
j
n m Sn t n
1 2 3
4 5 6
( , , ) ( )( )
( , , ) ( )( ( ))
m m m n U
m m m n x U
Kinematic F.S.B.C.
Dynamic F.S.B.C.
Body B.C.
x
y
z
U
o
,A
FS
BS
( , , )z x y t Equation of Motion
Linearized Boundary Value Problem
FRes : Restoring force
FF.K. : Froude-Krylov force
FH.D. : Hydrodynamic force
. . . . .[ ]{ } { } { } { } ( , 1,2,...,6)jk k H D j F K j Res jM F F F k j
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Added Resistance (RPM)
5
2
2 3 4 5 3 4 5 1
3 4 5
0 2
3 4 5
1 1( ) ( ( ))
2 2
1( ( ))
2
1
2
( )
B B
WL WL
WL
I d I d
S S
I d
F g y x ndL U y x n dLx
U y x ndLx
gz n ds nds
g y xt
1
2 1
1 1
2 2
B
B
B B
I d
I d
S
I d I d
I d
S
S S
U n dsx
U ndst t
U n ds U n dsx x
1 2,Rn n n Hn
2 2
5 6
2 2
4 5 4 6
2 2
4 6 5 6 4 5
( ) 0 01
2 ( ) 02
2 2 ( )
H
Near-field Method,
Direct Pressure Integration Method (Kim & Kim, 2011)
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Cartesian-Grid Method
Fluid Flow Solver FVM + Fractional step
MC limiter
Cartesian grid
Free surface capturing
(THINC / WLIC)
Solid Body Treatment Triangular surface mesh → Volume fraction
Level-set + Angle weighted pseudo-normal
Immersed boundary method
6
*
** *
1
1 **1
1
1 **
1
0
1
1
1 1
nn n
bn
nn
n
n
n
u uu u n dS
t
u uf dV
t
u up ndS
t
p ndS u ndSt
1
1
1/2
0
1 tanh2
i
i
i
ut
x xF x
x
1/2 1/2
1max 0,min 2 , ,2
2
/ / /i i
rr r
r q x q x
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Added Resistance (CFD)
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Time (sec)
Fx
(N)
5 10 15-2
0
2
4
6
8
10
12
Time (sec)
Fx
(N)
5 10 15 20 25 30 350
1
2
3
4
5
6
<Wigley III, Fn=0.3 >
R_calm
R_wave
R_added R_wave R_calm
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Added Resistance in Short Wave
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2 2
2
1
2
6 0 0
1 2sin ( ) 1 cos cos( )
2
sin
cos
cos sin
IL
UF g ndL
g
n
n
n x y
2
2
2 2
2 2 2 2
1 1
2 2 2 2 2
1 1 1
1(1 ) ( )
2
1( ) sin ( )sin sin ( )sin
Fujji & Takahashi (1975) NMRI (Tsujimoto et al. (2008), Kuroda et al. (2008))
( ) ( )
( ) ( ) (
d U I f
fI II
ed d
e
F g BB
B dl dlB
I kd I k d
I kd K kd I k
2
2
1
,) ( )
1 1 5 1 1 , max[10.0, 310 ( ) 68]
ee
e
U n U U n U f
kd K k d g
F C F C B
Faltinsen et al. (1980)
Fujii & Takahashi (1975),
NMRI’s method (Tsujimoto et al. (2008), Kuroda et al. (2008))
Cross-section equal to the waterplane area
Local steady flow velocity
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Simulation Conditions
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<Panel Model for Rankine Panel Method> <Grid Distribution for Cartesian Grid Method>
<Triangle Surface Meshes for
S175 Containership and KVLCC2>
Model L(m) B(m) D(m) CB
Series60 100.0 14.29 5.72 0.7
100.0 15.39 6.15 0.8
S175 175.0 25.4 9.5 0.561
KVLCC2 320.0 58.0 20.8 0.8098
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Motion Response (S175 Containership)
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<Vertical Motion Responses of S175, Fn=0.25>
<Heave> <Pitch>
(L/g)1/2
3/A
1 1.5 2 2.5 3 3.5 4
0
0.5
1
1.5
2
2.5
Exp. (H/=1/120, Fonseca, 2004)
Exp. (H/=1/40, Fonseca, 2004)
Rankine panel method
Cartesian grid method (H/=1/40)
(L/g)1/2
5/k
A1 1.5 2 2.5 3 3.5 4
0
0.5
1
1.5
2
2.5
Exp. (H/=1/120, Fonseca, 2004)
Exp. (H/=1/40, Fonseca, 2004)
Rankine panel method
Cartesian grid method (H/=1/40)
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Motion Response (KVLCC2)
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< Vertical Motion Responses of KVLCC2, Fn=0.142>
<Heave> <Pitch>
(L/g)1/2
3/A
1 1.5 2 2.5 3 3.5 4
0
0.4
0.8
1.2
1.6
2
Exp. (H/L=0.01, Lee et al., 2013)
Rankine panel method
Cartesian grid method (H/=1/40)
(L/g)1/2
5/k
A1 1.5 2 2.5 3 3.5 4
0
0.4
0.8
1.2
1.6
2
Exp. (H/L=0.01, Lee et al., 2013)
Rankine panel method
Cartesian grid method (H/=1/40)
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Grid Convergence Test (RPM)
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L/x
R/
gA
2B
2/L
20 40 60 80 1000
1
2
3
4
5
6
/L = 0.3
/L = 0.5
/A: -2 -1.6 -1.2 -0.8 -0.4 0 0.4 0.8 1.2 1.6 2
< Grid Convergence Test of Added Resistance for KVLCC2, Fn=0.142>
<L/Δx = 37>
<L/Δx = 59>
<L/Δx = 95>
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Wave Elevation and Pressure Distribution (RPM)
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Wave Pressure Wave Pressure
<λ/L=0.4> <λ/L=1.2>
< KVLCC2, Fn=0.142>
Spatial variation of the physical quantities in short wavelength is more severe.
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Grid Convergence Test (CFD)
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L/xbow
R/
gA
2B
2/L
60 120 180 240 3000
1
2
3
4
5
6
/L=0.5
L/xstern
=80
L/xstern
=160
< Grid Convergence Test of Added Resistance for KVLCC2, Fn=0.142>
<L/Δx = 128>
<L/Δx = 160>
<L/Δx = 280>
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/L
R/
gA
2B
2/L
0 0.5 1 1.5 2 2.5
0
5
10
15
20
Exp. (Fn=0.207, Strom-Tejsen et al, 1973)
Exp. (Fn=0.222, Strom-Tejsen et al, 1973)
Rankine panel method
Short wave (Fujii & Takahashi (1975))
Short wave (Faltinsen et al. (1980))
Short wave (NMRI)
Added Resistance (1/4)
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<Added Resistance of Series 60, CB=0.7, Fn=0.222 >
/L
R/
gA
2B
2/L
0 0.2 0.4 0.6 0.8 1-2
0
2
4
6
8
10
12
Exp. (Fn=0.207, Strom-Tejsen et al, 1973)
Exp. (Fn=0.222, Strom-Tejsen et al, 1973)
Rankine panel method
Short wave (Fujii & Takahashi (1975))
Short wave (Faltinsen et al. (1980))
Short wave (NMRI)
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/L
R/
gA
2B
2/L
0 0.5 1 1.5 2 2.5
0
4
8
12
16
Exp. (Fn=0.147, Strom-Tejsen et al, 1973)
Exp. (Fn=0.165, Strom-Tejsen et al, 1973)
Rankine panel method
Short wave (Fujii & Takahashi (1975))
Short wave (Faltinsen et al. (1980))
Short wave (NMRI)
Added Resistance (2/4)
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/L
R/
gA
2B
2/L
0 0.2 0.4 0.6 0.8 1-2
0
2
4
6
8
10
12
Exp. (Fn=0.147, Strom-Tejsen et al, 1973)
Exp. (Fn=0.165, Strom-Tejsen et al, 1973)
Rankine panel method
Short wave (Fujii & Takahashi (1975))
Short wave (Faltinsen et al. (1980))
Short wave (NMRI)
<Added Resistance of Series 60, CB=0.8, Fn=0.15 >
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/L
R/
gA
2B
2/L
0 0.5 1 1.5 2 2.5
0
5
10
15
20
Experiment (Fujii,1975)
Experiment (Nakamura,1977)
Rankine panel method
Cartesian grid method (H/=1/40)
Short wave (Fujii & Takahashi (1975))
Short wave (Faltinsen et al. (1980))
Short wave (NMRI)
Added Resistance (3/4)
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/L
R/
gA
2B
2/L
0 0.2 0.4 0.6 0.8 1-2
0
2
4
6
8
10
12
Experiment (Fujii,1975)
Experiment (Nakamura,1977)
Rankine panel method
Cartesian grid method (H/=1/40)
Short wave (Fujii & Takahashi (1975))
Short wave (Faltinsen et al. (1980))
Short wave (NMRI)
<Added Resistance of S175 Containership, Fn=0.2>
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/L
R/
gA
2B
2/L
0 0.2 0.4 0.6 0.8 10
2
4
6
8
10
Exp. (H/L=0.01, Lee et al., 2013)
Exp. (H/L=0.015, Lee et al., 2013)
Rankine panel method
Cartesian grid method (CFD, H/=1/40)
Short wave (Fujii & Takahashi (1975))
Short wave (Faltinsen et al. (1980))
Short wave (NMRI)
/L
R/
gA
2B
2/L
0 0.5 1 1.5 2 2.5
0
3
6
9
12
15
Exp. (H/L=0.01, Lee et al., 2013)
Exp. (H/L=0.015, Lee et al., 2013)
Rankine panel method
Cartesian grid method (CFD, H/=1/40)
Short wave (Fujii & Takahashi (1975))
Short wave (Faltinsen et al. (1980))
Short wave (NMRI)
Added Resistance (4/4)
18
<Added Resistance of KVLCC2, Fn=0.142>
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Wave Contour and Water-Plane
19
<S175 Containership, Fn=0.2> <KVLCC2, Fn=0.142>
<Comparison of Water-Plane Sections>
RPM
CFD
RPM
CFD
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Conclusions (1/2)
To predict the reliable added resistance, grid
convergence test should be conducted because the
added resistance is sensitive to the panel size or grid
spacing. Especially, a ship which has blunt bow shape
requires finer grid near the ship bow region.
According to grid convergence test of Rankine panel
method, more panels are required in short wave
condition than in long wave condition. Also, it is
recommended that panels are concentrated on bow
and stern because change of body shape at bow and
stern is much more severe than mid-ship region.
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Conclusions (2/2)
According to results of added resistance in short wave
region, all computational methods gave good results
when the vessel has blunt body, while only Cartesian
grid method and short wave calculation method
proposed by NMRI provided good results when the
vessel has slender body. This implies that nonlinear
effects which are not included in potential based solver
importantly influence added resistance on a slender
body in short wavelength.
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22
Thank you all very much!
Q & A