Date Author Address
March 2005 SI. Toxopeus
Deift University of Technology
Ship Hydromechanics Laboratory
Mekéiweg 2, 26282 CD Deift
TU De Ift
Deift University of Technology
Page lof 1/1
Verification and' validation of calculationsof the
viscous flow around KVLCC2M in oblique motion.
by
S.L. Toxopeus
Report No. 1425-P
20055th Osaka Colloquium "On Advanced Research on Ship Viscous Flow and Hull Form Design by EFDand.CFD Approaches, Osaka Prefecture Institute, Osaka, Japan
Pre-Prints
5th
Osaka Colloquium
On Advanced Research on Ship Viscous Flow
and Hull Form Design
by EFD and CFD Approaches
WI
_-OC'O5
1ÎvOw2ca'CoUoqMLv-.n'
Pre-Prints
5th
Osaka Colloquium
On Advanced Research on Ship Viscous Flow
and hull Form Design
by EFD and CFD Approaches
Osaka Prefecture University, March 14-15, 2005
Organized by
5th
Osaka Colloquium Organizing Committee
Supported by
The Kansai Society of Naval Architects, Japan
The Society of Navat Architects of Japan
The West Japan Society of Naval Architects, Japan
The National Maritime Research Institute, Center for CFD Research
mIR- Hydroscience and Engineering
Italian Ship Model Basin (INSEAN)
Table of Contents
On the Influence of Grid Topology on the Accuracy of Ship Viscous Flow Calculations
L Eça,MHoekctra
Simulation of the Flow around Complex Hull Geometries by an Overlapping Grid Approach
R Muscari,A DiMasclo
Recent Progress in Unstructured Navier-Stokes Solver for Ship Flows
A Vorticity-Velocity Formulation for Numerical Simulations of Viscous Flows around Impulsive
Started Bodies
Seung-Jae Lee, Kwang-Soo Kim, Jung-Chun Suh
...- ...27
Computation o Viscous Flows around a Two-Dimensional Oscillating Airfoil Using a Finite Volume
Method for the Solution of the Incompressible RANS Equations
Pyung-Kuk Lee, Hyoung-Tae Kim ...-
...37
Numerical Analysis of Mass Conservation Property of the L2 Least-Squares Finite Element
Methods for Stokes Equations
Shin-.Jye Liang, Yìh-Jena Jan
- ... ... ...43
Microbubbles A Large Scale Model Experiment and a New Full Scale
Experiment-Y Kodama, T Takahashi, M Makino, T Hori, H Kawashima, T Ueda, T Suzuki, Experiment-Y Tod
KYamashita
..., 55
The Proposal of a New Friction Line
T Katsui, If A.sai, Y Himeno, Y Tahara
... -61
Free-Surface RANSE Simulations 1t Moving Bodies with Adaptive Mesh Refinement
A.. Leroyer A. Hay, P Queu:ey, M. Visonneau .-69
RANSE with Free Surface Computations around Fixed and Free DTMB 5415 Model, in Still Water
and in Waves
E.Jacquin, R Luquet, B Alessandrini, RE. Guillerm
79Vorticai and Thrbulent Structures and Instabilities in Unsteady Free-Surface Wave Induced
Separation
M Kandasaniy, T Xing. R. Vilson, F Stern ...89
Slamming Experiments on a Ship Model: Forced Motion Tests on Calm Water
J-M Rousset, B Pettinotti, O Quillard, J-L Toula,astel, P Fer,ant
103Determination of Optimum Hull of Ice Ship Going
Jaswar...- -
-- 109
CFD-Based Multi-Objective Optimization of a Surface Combatant
Y Tahara, D. Peri, E F Campana, F Stern ...117
A Comparison of Global Optimization Methods with Application to Ship Design
CFD Prediction of the Flow around a Submarine.Manoeuvring in Open and Confined Water
R Broglia, A. Di Mascio, F Mandolesi
...145
RANS Computation of Turbulent Free Surface Flow around a Self-Propelled LNC Carrier
Jin Kim, Il-Ryong Par1c Kwang.Soo Kirn, Suak-Ho Van
...155
Experiments and Numerical Modelling of the Flow around the KVLCC2 Huilform at an Angle of
Yaw
Ri Pattenden, SR.. Turnock M. Bissuel, C Pashias
.. ...-1b3
Verification and Validation of Calculations of the Viscous Flow around KVLCC2M in Oblique
Motion
S. L Toxopeus
LES Simulation of the Flow Field around the KVLCC2 Model Hull.
U Svennberg. R Bensow ...-
- - 181Numerrical Simulations of Flows around Submarine under Full Surface and
Submerged
Conditions.
N Zhang, H C. Sheng, H Z. Yao, Q. X Gao
191The Undulatory Structure of the Euler-Lamb and Na'vier Stokes Equations and the Implication of
This Structure In the Lubrication Theory and the CFD Numericál Method
A.. Va.silèscu, M Vasilescu .
VERIFICATION AND VALIDATION OF CALCULATIONS OF THE
VISCOUS FLOW AROUND KVLCC2M IN OBLIQUE MOTION
S.L. Toxopeus
Maritime Research Institute, Netherlands / Deift University of Technology
ABSTRACT
Viscous-flow calculatiOns have been condúcted for the KVLCC2M hull form in oblique motion. Several
different drift angles were considered inthis study. For one drift angle1 a detailed grid-dependency study was carried out in order to obtain theuncertainty in theresults. lt is observed that in order to arrive at reliable results, special attention must be paid to the gridding of the computational domain To validate the results a comparison with integral as well as field variables available from measurements is made The paper addresses the methods
used and a detailed discussion about the accuracy of the results is presented. Very encouraging results are obtained, but the relatively high level of uncertainty 'in the evaluation of the pressure components requires
further attention.
INTRODUCTION
Table I: Main particulars of KVLCC2MBefore results of viscous-flow calculations can be
used practically in design studies, the uncertainty and
accuracy of the results for similar cases should be
known. Otherwise, conclusiOns based on erroneous
results might be drawn, resulting in sub-optimal
designs. Therefore, demonstration of the capabilities of viscous-flowsolvers fora wide range of ship types
is required.
During the Tokyo CFD Workshop 2005, participants were invited to conduct calculations for a full-block tanker hull' form, the KVLCC2M, in steady
manoeuvring motión. As part of the work for this'
workshop, an extensive series of viscous-flow
calcUlations has been condúcted for the KVLCC2M hull form in oblique motion: Drift angles ranging up to 12° were considered in this' study. Forthe 12° drift
angle case, a detailed grid-dependency study was conducted in order to obtain the uncertainty in the
results. Additionally, the results have 'been' compared to experimental data from Nt'4R1 for'validation.
PARTICULARS OF THE SHIP AND
TEST CONDITIONS
The hull form under consideration is the' KVLCC2M. The particulars of this' hull form are presented below, taken from' the website of the Tokyo CFD Workshop
2005' (www.nmri.go.ip/cfdlcfdws05):
The measurements were carried out with the model 'restrained from moving in any direction relative to the carriage Bilge keels, rudder and propeller were
not present during the model tests and were therefore not modelled in the calculations.
The calculations were conducted with an undisturbed water surface, i.e. neglecting the generation of waves.
The 'Reynolds number in the calculàtions was
3.945x106, corresponding toa tbll scale ship speed:of
15:5 knots.
NUMERICAL PROCEDURES
Coordinate system'
The origin of the right-handed system' ofaxes used in
this study is located at the intersection of the water
plane, rnidshipand centre-plane, withx directedaft, y
to starboard and z vertically upward. Note that all coordinates given in this
paper are made
non-dimensional with unless otherwise specified. All velocities are made' non-dimensionál with the
Designation Model sca1e(1:64:4) Full scale
Length 497m 320.0 m
Beam B 0.9008 m ,, 58.0in
Draught T 0.323'! m 20.9 m
BlockcoefficientCa 0.81 ' 0.81
undisturbed velocity U. The forces and moments,
presented in this paper are given relative to the origin
of the coordinate axes, but in a right-handed system
with the longitudinal force directed forward positive
and the transverse force positive when directed to
starboard.
A positive drift angle corresponds to the flow
comingfrom port side.
Flow solver
The càlcùlätions presented; in this paper were performed with the MARiN in-house flow solver
PARNASSOS, see. Hoekstra 'and Eça [1] and
Hoekstra [2].
This solver is
basedofl a
finite-difference discretisatiòn of the Reynolds-averaged
contiñuity and momentum equations with
fully-collocatedvariables anddiscretisation. The equations
are solved
with a
coupled procedure, retaining the continuity equatión in its original form. The goverhing equations are integrated doWn to thewall,i.e ño wall-flinctionsare used.
In PARNASSOS several eddy-viscosity turbulence
models are available.
In a
numerical calculation of the flòw around a ship, the turbulence modelselection
is not
only based on the quality of thepEedictións, butalso on the numerical robustnessand the ability to converge the.solution, i.e. reduce the.
iterativeerror to thedesiredvalue.
Theoneequation model proposed by Menter ['3] is
the most commonly used turbulence model
inPARNASSOS. This model leads to a remarkably
robust method and allows convergence of the
solutionto machine accuracy inmany cases.
The Spalart correctioñ to. account for the effects of
stream-wise vorticity, described in Dacles-Mariani et
al. [4],
is adopted in the turbulence model. No
attempts have been made to add special features' for
modelling transition So the basis turbulence model acts asthe transition model aswell.
Procedure for Uflcertainty estimation
The uncertainty, U, of any integral or local' flow
quantity4) is estimated; with a procedure based on a
least squares root version from Eça 'and Hoekstra [81
of the Grid Convergence Index (Gd), proposed by
Roache [9.] Two basic error estimators are involved
in the present procedure for uncertainty estimation:
the extrapolation togrid cell size zero'performed with
Richardson extrapolation, &i; and the maximum
difference'betweenthe data points availabk,AM
Ignoring the round-off and iterative errors, the error
estimation 6nn obtained by Richardson extrapolation
is defined as: = 4)o 'ahi'. In this definition,4),
is the numerical solution of any local or integral
.scalar quantity on a given grid i, 410 is the estimated
exact solution, a is
a constant, h, identifies the representative relative grid cell size (or relative stepsize) and p is the observed order of accuracy. The
relative step size h1 is calculated using (n1 -I )/(n1- I),
withni the number of nodes in stream-wisedirection for the finest grid, and n1 the number of nodes 'in
stream-wise direction for grid i. The typical relative step sizeof i refers thereforeto the finest grid.
Based on
experience with several variants ofuncertainty estimation procedures and on the
outcome of the Workshop on CFD Uncertainty
Analysis, see Eça and Hoekstra [1'OJ, the following options Were adopted 'in thepresent calculations:
Determine the observed order of accuracy, p,
from' the available data.
s For 0.95 <p <205, U0 is estimated with the GCI
and thestandarddeviatioñU of the fit:
U0 =1.25 Ö +U0.
FOr O <p <095, the sameerror estimate is made
but
is then compared with
thevalue of
AM, multipliedby afactor ofsafety of1.25,so that U$is obtained from:
U0=min( I.25 8RE+
U, 1.25
AM)For p
2.05,a' new error estimate ô
iscalculated 'in the least squares root sense with
p=2. The uncertainty then follows from:
U0 =max(1.25 5m + Ufl,, 1.25AM).
If monotonic convergence is not observed,
U0 =3 AM.
Based on the uncertainty analysis, it is assumed 'that
the numerical solution 4)o for zero step size will be
boundwith 95% confidence by the interval: 4 -U0 <
4) <4 +
Computational domain and grid topolOgy
Several grid topologies have, been used for the
calculation of the flow around the KVLCC2M double model [5]. The results presented in thispaperwereall obtained on structured grids with H-O topology, with
extra grid clustering close to the bow and propeller
plane.
For the zero-driftcase a single-block calculation was
domain was decomposed into effectively two blocks. The six boundaries of the computational domain are the following: the inlëtboundary isa transverse plane
located upstream of the forward perpendicular, the outlet boundary is a transverse plane downstream of
the aft perpendicular; the external boundary is a
circular or elliptical cylinder; the remaining
boundaries are the ship surface, the symmetry plane
of the ship or coinciding block boundaries and the
undisturbed water surface.
The flow around the hull at non-zero duft angles has
no port-starboard 'symmetry and the computational domain must be extended to cover the port side as well. Furthermore, a larger domain is required in order to incorporate the drift angle. On each side of
the domain the grid consists of an inner block and an outer block, see Figure 1. The inner block is the same for all yaw angles and the outer block can deform to
allow for the drift angle of the ship. Therefore grids for various drift angles can be made efficiently. Use is made of an in-house grid generator, see Eçaet.al.
[6].
Figure 1': Inner'and outer blocks (coarsened)at 12° driftangle..
The inner block is generated with a number of cells similar to the grids as sed by Eça and Hoekstra [5] for thezero-drift case.
Based on early calculations by Toxopeus [7] grid clustering at the propeller plane and the bow of the
ship was applied to resolve the gradients of the flow at these locations moreaccurately.
To incorporate the drift angle of the ship, the inner block is rotated around the vertical z-axis over the
desired yaw angle. Then the outer block is generated around the inner block. The cell stretéhing used in the innerblock isautomatically applied to the:oüter block
as well. lt was decided to have matching interfaces
between the blocks so that the inner and outer blocks
coUld be merged. The size of the outer blocks is
chosen such that the rotated inner block can smoothly
be incorporated in the outer grids. This means that increasing drift angles will result iñ wider domains The size of the domain is basedon the useofa.solver for potential flow to calculate the velocities in the
inflOw and' external planes.
Before starting the
calculations, the separate blocks are merged into one
block for the port side of the ship and another block
for'the starboard' side of the ship.
For each grid, the variation in the number of .grid nodes in the streamwise, normal and girth-wise (ne, nq and n) directions is presented in Table 2, which includes also the maximum y value for the cells
adjacent to the h Il, designated y2, that was obtained
during the calculations Note that also a calculation with zero drift angle was conducted in order to be
able to determine the relation between the drift angle and integral or local variables consistently.
Table 2: Number of grid nodes and Y2.
Table 3 presents the sizes. of the computational
domains for the drift case calculations. For increasing drift angles
the computational domain
size isincreased in order to be able to incorporate the inner:
block in theouter deforming mesh.
Table 3: Size of.computational domain.
For a drift angle of 12°, a series of geometrically
similär grids has been generated in order to
investigate the discretisatión error.
The grid coarsening has been conducted 'in all three
directions, 'For some of 'the
grids however, thedistance of the first node to the hull surface has been maintained in order 'to capture the velocity gradients in the boundary 'layer. Table 4 presents'the number of nodes and' y2 values for these grids.
D n n ' nodes Y2 0° 449 ' 81 45 16x106 032 3° ' 449 95 ' 2x45 " 38x106 0:40 60 , 449 95 2x45 38x106 0:55' 9° , 449 95 2x45 38x106 0.69 12° ' 449 95 2x45 38x106 0:80 p inlet ' . outlet ' L width depth 00 -0.73 0.92 2x0.18 0.18 3° -0.74 0.93 2x042 0.36 6° ' -0.75 0.94 2x049 0.36 9° -0.76' , 0.95 2x055 0.36 12° -076 H, 0.95 2x0:61 0.38
Table4: Properties f grids for'uncertainty analysis.
For grid 5, it was unfortunately not possible to
converge the results until the required convergence criterion was reached Therefore the results for thisgrid aredropped from further analysis.
Boundary conditions
At the ship surface the no-slip condition is applied
directly and the normal pressure derivative is
assumed to be zero. The undamped eddy viscosity,
the variable in Menter's' one-equation model, vanishes at a no-slipwall.
Symmetry conditions are applied at the undisturbed
water surface and on the ship symmetry plane (for the
zero-drift condition). At the inlet boundary, the
velocity profiles are obtained from 'a potential flowsolution, which also determines the tangential velocity components and the pressure at the external
boundary. At the
outlet boundary, stream-wisediffusion is neglected and the stream-wise pressure
derivative is set equal to zero.
For the drift cases, the lift generated by the hull form is modelled in' the potential flow solution by applying a vortex sheet on the symmetry plane of the ship. At
the stern of the ship, the Kutta condition (the flow leaves the trailing edge smoothly) is applied, which
allows the solution of the unknown vortex strengths
on the sheet. Since the only purpose of the potential
flow solution' is to set the boundary conditions' for the
viscous flow solution
at theinlet and external
boundaries, vortex shedding from the bilges of theship is omitted.
RESULTS AND DISCUSSION
Numerical Convergence
In the calculations a reduction of the maximum
difference in pressure between consecutive iterations to 5*1 0 was adopted as the convergence criterion. It is assumed that this is sufficiently small compared to
the discretisation error and therefore the iteration
erroris ignored in the uncertainty analysis.
For all
cases, 'the adopted convergence criterion results in a reduction of the 'difference in the '(totál)force and moment components between. consecutive
iterations of well below lx.lOE5.
Computing times
All computations except for 6° drift angle have been
conducted on a PC using, a
singlè Pentium 4
processor with 2.4 GI-Iz clock 'cycle frequency and I GB of internal memory. The calculations for 6° drift angle have been conducted on a SGI supercomputer and the computation times for this computer have not been recorded.
The'computing times required for the calculations are presented in Table 5.
Table 5: Computing times.
Uncertainty analysis
In this and following sections, the forces and
moments presented are made non-dimensional using respectively V2pU2LpT and V2pU2L2T, in
accordance with specifications for the Tokyo' CFD'
Workshop 2005. CX' is the longitudinal force, CY the
transverse force, CZ the vertical fòrce, CK the'
heeling moment, CM the pitching moment and' CNrid 3 fl n,, n h, nodes
yf
1 12° .449 95 2x45 1.00' 3.8xIO 0.80 2 12° 409 87' 2x41 1.10 219x106 0.75 3 12° 361 81 2x37 1.24 212x106 0.62 4 12° 329 74 2x33, 1.37 16x106 0.71 5 12° 297 65 2x29 1.51 ' 11x106 0.94 6 12° 249 65 2x25 1.81 8Ax105 0.78 7° 12° 225 48 2x23 200 SOxlO 1.15 '8" :12° 177 41, 2x19 2.55 2:8x10 1.25 9°" :12° 145 33 2x15 3.11 1.4x10 1.73 10 12° 12'! 33 2x13 3.73 I0x10 132 '11' 12° 113 24 2x12 4.00 65x10 2.17' Based on;grid! 1 coarsenedby 2x2x2
Based onigrid3, coarsenediby 2x2x2
'°° Based ongrid 5, coarsenedby 2x2x2
Based'ongrid6, coarsenedby 2x2x2
Based'ongrid 1, coarsenedby 4x4x4
Id D nodes ' iterations CPU time
t(s)
t/(nn)
xlÓ5 0° 1.6xlOb 569 33178 3.6 3° 38x106 549 130393 6.2 6° 38x106 ' - - -9 3.8x10 1175 266985 5.9 I 12° 38x.106 1885 343179 47 2 12° 2.9x.106 1251 151967 4.2 3 12° 2.2x106 958 98848 4.8 4 12° 1.6*106 1403 85910 3.8 6 12° 8.1xi0 794 38242 6.0 7 12° 5.Ox'i05 644 10543 3.3 8 12° ' 2.8x'I0 360 2238 2.2 9 12° 1.4xI0 329 1061 2.2 10 12° '1.Ox10 330 758. 22 l'I 12° 6.5x10 363 613 2.6the yawing moment with respect to the origin of the
xyz coordinate system, which is located at station 10.
For a drift angle of 12°, the predicted values of the
friction (index f) and pressure (index p) components as well as the total force and moment coefficients are presented in Table 6 with the estimated uncertainties.
Based on an analysis of the results for each grid, it was decided to use the 6, 7 or 8 finest grids for the uncertainty analysis. The number of grids n5 used
depended on the scatter in the results for the coarsest
grids.
Table 6: Uncertainty analysis, 13=12°.
The absolute uncertainty in the pressure components
is larger than in the friction components. The
uncertainty in the longitudinal friction component is about one-third of the uncertainty in the longitudinal
pressure component. For the
other forces andmoments, the uncertainty in the friction component is
at least one order of magnitude smaller than the
uncertainty in the pressure component. Since most integral forces and moments are dominated by the pressure component, this results in relatively largeuncertainties in the overall forces and moments. In Figure 2 the friction component of the longitudinal force is graphically presented for the different grids. Although scatter exists, the results appear to converge
for a relative step size below 2.5. However, due to
scatter in the pressure component, convergence is not found for the overall longitudinal force coefficient.
0.0138 -0.014 -0.0142 -0.0144 -0.0146 -0.0148 -0015 -0.01 52 -0.0154 -0.0156 -0.01 58 0.074 0.072 0.07: 0.068 0.066 0.064 0.062 0.06 0.058 ° cfd
- p
1.5 - - -U2.1% D D o Quantity n8 U p CX 7 - 1.78x102 12.0% (2) CXf 6 1.57x1W2 1.54x102 2.1% 1.45 CXp 7 - -232x1113 50.0% (3) CY 7 6.67x102 6.43x1W2 5.6% 1.13 CYf 6 l.84x10 1.70x11r 13.4% 1.34 CYp 7 6.45x10 626x1112 4.8% 1.25 CZ 7 3.41x10 3.21x10' 4.7% 0.51 CZf 6 - 1.20x10 13.2% (2) CZp 7 3.39x10' 3.20x1& 4.7% 0.52 CK 7 - -3.07x10 10.3% CKf 6 2.16x10 1.74x10 12.9% 0.44 CKp 8 - 3.24x10 19.7% «) CM 7 3.94xIO2 3.86x102 6.1% (41 CMf 7 1.09x10 i.O8xi0 0.7% 1.71 CMp 7 - 397xIO2 9% (2) CN 7 - 2.53x10 14.8% (21 CNf 7 - -2.94x10 CNp 7 - 2.55x102 14.2% (2)Oscil atory convergence
(2)
Monotonous divergence
(3)
Oscillatory divergence
0 0.5 I 1.5 2 2.5 3 3.5 4
relative step size
Figure 3: CY convergence with grid refinement,
13=12°.
In Figure 3, the convergence of the side force
coefficient with grid refinement is presented. lt ¡s seen that upon grid refinement, the estimated valuefor CY (indicated by cfd) comes closer to the
experimental value (indicated by exp). Considerable
scatter is visible on the data and therefore it is not easy to establish whether data points are located in
the asymptotic range of convergence. This is typical
for this type of calculation, as already observed
previously by e.g. Eça et al. [10] and Hoekstra et al.
[11].
Looking at the yawing moment CN, the maximum
difference between the estimated values for all grids
is 5.1%. Because the difference between the estimated values is relatively small and scatter on the
data is found, monotonous divergence is found and extrapolation to zero step size could not be made.
This results in a relatively large uncertainty of 14.8%. Figure 4 shows however that the results on the finest
0.5 1 1.5 2 2.5 3 3.5 4
relative step size
Figure 2: CXf convergence with grid refinement,
grids are within 0.5% from the measured value. Even
the result for the coarsest grid is within 3.1% from
the measurement, which is very acceptable.
relative step size
Figure 4: CN convergence with grid refinement,
3= 12°. 1.0 0.8 0.6 0.4 > 0.0 std. 1,1.1.00 - - - . dd:h1.1.10 std: 1,1.1.24 std: 1,1.1.37 cfd:h1.1.81 eep:.I2 0.2 -0.050-0.025 0.000 0.025 0.050 0.075 0.100 0.125 0.150 0.175 0.2 0.1 -0.1 cfd:l,l.1.80 - - - . std:h1.I.10 cOd: 1,1.1.24 cOd: 111.1.31 dd:h1.1.8l esp: 9.12 -0.2 -0.050-0.025 0.000 0.025 0.050 0.075 0.100 0.125 0.150 0. 75 0.4 0.2 0.0 -0.2 cOd: 1,1.1.00 - - - . dt 1,1.1.10 cOd: ht1.24 std: 1,1.1.37 std: hl1.B1 asp: il.12 -0.4 -0.050-0.025 0.000 0.025 0.050 0.075 0.100 0.125 0.150 0.175 y
Figure 5: Grid dependency for p=12°, WAKE I plane, z=-0.05.
To further veri1' the results, the velocities along a horizontal cut located behind the propeller hub are
compared for several different grid densities. This cut
was located in a plane (designated the WAKE I
plane) perpendicular to the flow at a distance along the longitudinal axis of the ship of 0.48L behindmidship and at a vertical position of z=-0.05. Figure 5
presents the axial, transverse and vertical velocities obtained from the results of grids I through 4 and 6,
together with the experimental results.
In these graphs, it is seen that upon grid refinement
the results in general come increasingly closer to the measurements. Additionally, the differences between two successive grids reduce upon grid refinement.
0.00 -0.05 -0.10 -0.16 -0.20 -0.25 -0.30 -0.35 -0.40 -0.45 -0.50 10 -0.08 -0.06 -0.04 -0.02 0.05 0.00 -0.05 -0.10 e -0.15 -0.20 -0.25 -0.30 -0.301 std: h1.1.00 -. - - - cOd:h1.l.10 cOd: 111.1.24 cOd: 1,1.1.37 e.-p.12 0.00 0.02 y 0.04 0.060.08 0.10
Figure 6: Pressure at hull surface, x-0.4, =l2°.
std: 1,1.1.00 - - - . dd:Id.1.10 cOd: 1,1.1.24 dt 111.1.37 o a.pP12 : lO -0.08 -0.06 -0.04 -0.02 0.00 y 0.02 0.04 0.06 0.08 0.10 Figure 7: Pressure at hull surface, x"0.4, 3°12°. A further investigation is made of the convergence of
the pressure on the hull at two different locations:
x-0.4 and x0.4. For x-0.4 (bow), see Figure 6, it
is seen that only marginal differences exist between the different grids. Except for the location at whichthe vortex generated at the bow leaves the hull
(approximately at y=0.012) no significant differences exist. This indicates that for the flow around the bow
the discretisation is sufficiently dense for the grids
selected for the comparison.
For the pressure at the hull surface at x=0.4, see
Figure 7, the differences
are more pronounced.
0.029 0.027 0.022 0.021e 0.028 0.026 0.025 0.024 o o o o 0.023 * exp o cfd - - -U 14.8% 0.5 1 1.5 2 2.5 3 3.5 4
Especially at the position of the separation of the
vortex generated at the stern (at y=O.O1 2) differences
between the successive grids are visible. Also more to the starboard (leeward) side, differences between the coarsest grid in the graph (grid 6, h, = 1.81) and
the. finer grids appear The resülts from grid 6 fail to captüre the strong gradients in the pressure
distribution
Finally, the change in the longitudinal distribution of
the side force upon grid refinement is examined.
Figure 8 shows that once again the results on thefinest grid.approximate the experimental results best.
At the bow and midship region (-0.6 <x <0.2), the.
difference between the solutions at various grid
resolutions is negligible but at the stern (x> 0;2), the
coarser gnds
inthe graph do not follow the
experiiiients . well as the finer .grids Similar to
Figure. 3, this means that the side forces on the
coarser grids are slightly underpredicted compared to the. finergrids. 0.5 0.4 03 0.2 0:1 o exp:3°12 cfd:hIl.00 - - - - cfd:hll.1O cfd hi°1.24 cfd bil.31 cfd hilBl
Validation of integral coefficients
Table 7 presents the results of the calculations for
each drift angle. J3 as well as a comparison between the calculated variables and the measuredones. In the
following sections, only the results found with the
finest grid will bediscüssed for 12° drift angle. Table 7: Integral values
.00253 0.100 0.080, 0.060 0.040 0.020 0.000 .00203 0.035 0.030 0.025 0.020 0.015 0.010 0.005 0.0o0 .0.005 00103
Table .8: Error estimates
6 9 12 15
12 15
4 12 .15
0 3 6
beta
Figure9: Integral valuesas a fttnction of drift angle
CX cfd CY CN CX exp CY CN x102 x102 *102 x x102
xi
-1.77 -0.91 0.76 -180 -1.25 -071 -1.74 0' 0 -L76 o.0o F -0.00 3 -1.77 0.91 . 0.76 -1.78 1.26 0.61 6° -1.79 2.26 1.46 -1.77 2.56 1.39 9 -179 4.23 2.01 -1.73 4.55 1.94 12° -1.78 6.43 2.53 -1.75 7.08 2.54 13 t cx 6cY CcN -3° -2% -27% 8% 0° -1% -3° -1% -28% 25% 6° 1% -12% 5% 9° 4% -7% 3% 12° 2% -9% -1% -0.4 -0.2 0 02 0:4 06 XFigure 8: Side force distribution, °°12°
(bow to the left.of the figure)
From the uncertainty analysis, it is conclUded that a proper choice of the grid density may depend on the purposeof the calculations. A fine grid is required to arrive at accurate results. However, for comparative
purposes a coarser grid solution still cptures all
relevant flòw phenomena. In optimisation studies, a.
coarser grid might. be a good option to compare
different hull forms.
Even between the finest grids, some differences are
still clearly visiblè, in integral variables as well as in local field quantities. Other studies for zero drift, see
Eça and Hoekstra [5],
indicate the possibility to obtain a lower uncertainty when' the grid nodes ingirth-wise direction are stretched to the water plane. This will ;be.examined in furtherstudies.
3 o 6 9 3 o 0.000 -0.005 -0.010 X
u
-0.015 -0.020Except maybe for the results for 30 drift angle, the
predictions obtained by the calculations are very
promising. In almost all cases the prediction error e (defined by e =ihcfd/exp - 1). is within 10% from the measùrements. Noteworthy is the consistentunderprediction of the transverse force, while both
the longitudinal force and yawiñg moment are
predicted quite accurately. Figure 9 presents. the
longitudinal and transverse forces and the yawingmoment as a function of the drift angle More results
can befoundin Eça et.al. [12] and in theproceedings
of the TòkyoCFD Workshop 2005.
Longitudinal Side force distributioll
To understandthemanoeuvrability of ships and to be able to generate reliable generic mathematical
manoetivring models, the' longitudinal distribution of the' side force is of interest. Therefòre, the predicted longitudinal' distribution of the lateral force has' been compared to the experimental valuesto determine the 'accuracy of the predictions, see Figure 10.
The comparison shows that although the side force
'according to Table 7 is systematically
'underpredicted, the predicted distributions are for both drift angles very close to the measurements. Apparently the physics of the force disfribùtion are captured well by the calculations and therefore the
accuracy of this prediction is judged tobegood. 0.5 0.4 0.3 0.2 0.11 0 o
o..
Figure 10: Side force distribution (bow to the left of the figure)
Comparison of field quantities
Experimental data are' available at a transverse cut
just behindthe propeller hub (in the WAKE I plane at
z=-0!05). The graphs
in Figure 11 provide acomparison between' the experiments (markers) and
calculations (lines). Except for a small region at the
windward side
(002<y<0
for 3=12°) the calculations follow the measurements closely. Somediscrepancies are seen in the prediction 'of the axial Velocity between 0<y<0.02, but the transverse and vertical velocities in 'this region are matching the
experiments. The velocity profile in this area is
influenced by flow separation from the propeller'hub
and by the vortex shed from the stem, see also
Figure 7. 1.0 0.8 0.6 0.4 > 0.2 0.0 -0.2 -0.4 0O5O -o.o25 .OE 0.8 0.6' 0.4 > 0.2 0.0 -0.2 -0.4' 050 1'.o 0.8 0.6 0.4', > 0.2 0M -02 -0.4 °-.O50 oo25 0.000 0.025 0.050 0.075 oAoo 0. 25
o.óoo 0.025 0.o5o 0.075 o.ioo o:25
-fr'12
0.000 0.025 0.050 0.075 0.00 0:25 y
Figure l'i: Velocity in WAKE 1 plane, z=-0.05
For the present study the experimental dàta of the
wake field in the complete WAKEI plane has kindly been made available by NIVIRI. Figore 12 presents a
comparison of the axial velocity fields between the
experiments (dotted lines) and the calculations (solid' lines) for 00, 6° and 12° driftangle.
This figure shows that in most partsof the plane, the
viscous-flow calculations correspond well with the experiments. Even for 12° drift angle, the strength and position ofthe vortex generated at the starboard
bow (its centre is lòcated at y=0l 1, z=-0.03) is quite accurately captured' by thecalculations.
O 02 0.4 06
X
0.00 0.02 N 0.04 0.06 0.08 0.06 0.00 0.02 N 0.04 0.06 0.08 0.06 0.00 0.02 N 0.04 0.06 0.08
CONCLUSIONS
Simulations have been conducted of the viscous flow
around the KVLCC2M hull form at several drift
angles. For 12° drift angle, a grid convergence study was performed to study the uncertainty in the results.
The finest grid used in this study contained 3.8
million points.
It is shown that with the finest grid, no significant
changes in the flow field quantities occur, compared
to the second finest grid. Some integral quantities
however still vary upon grid refinement. It is shown
that differences between solutions on increasingly In the port side area (windward), discrepancies are
found
for the
12° drift case,however. In the
calculations, the contour lines are straightened while
for the experiments, the contour lines retain their
hook-shape. Also just behind the propeller hub for 0°
drift angle, the hook-shape in the measurements
appears more pronounced than in the calculations.This can be attributed to the turbulence modelling, as was also observed by Eça et al. [10]. A further study
using a k- turbulence model is proposed.
Overall, it
is concluded that the flow field at the
propeller plane is quite accurately predicted.
I
0.03 0.00 0.03 0.06 0.09 0.12 0.15
0.06 0.03 0.00 0.03 0.08
y
Figure 12: Axial velocity in WAKE1 plane, (solid lines: cfd, dotted lines: exp; top 3=0°, middle 3=6°, bottom 3=12°)
finer meshes tend to decrease. But especially the
pressure components of the forces appear sensitive to the grid refinement. It is concluded that possibly the number of grid nodes in girth-wise direction needs to be increased for improved accuracy.
Detailed comparisons with experimental data show that the main flow features are well predicted even when looking at discrete positions in the flow field. Qualitatively, promising results are obtained. For
practical purposes however, the accuracy of the
results should be improved. For the current
calculations, the predicted yaw moment is close to
the measurements but the
side force isunder-predicted. Reason for these discrepancies might be the neglect of the water surface deformation. Some
aspects of the calculated flow fields can also be
improved by choosing a different turbulence model. Both should be studied in future research.
ACKNOWLEDGEMENT
Part of the work conducted for this paper has been
funded by the Commission
of the
EuropeanCommunities for the Integrated Project VIRTUE. This project is
part of the Sixth Research and
Technological Development Framework Programme (Surface Transport Call).
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