3 SEP. 9k
ARCHEF
SYMPOSIUM ON
"HYDRODYNAMIC5 OF SHIP AND OFFSHORE PROPUL5ION SYSTEMS"
HØVIK OUTSIDE OSLO, MARCH 20.-25.,1977
"THE WAKE FIELD- BA5C INFORMATION FOR PROPELLER DESIGN"
By
Klaus J. Meyne
THEODOR ZEISE, Ships' Propellers, Hamburg
SPONSOR: DET NORSKE VERITAS
Ref.:PAPER 16/2 - SE5SION 2
(f)
Lab.
y. Scheesbouwkm
TI
It!
Jecnn!scne
flosCflDe!ft
THE WAKE FIELD - BASIC INFORMATION FOR PROPELLER DESIGN by Klaus J. Meyne, THEODOR ZEISE, Hamburg
ABSTRACT
It is very important to be able to make as accurate as
possible a prediction of the behaviour of the propeller
while the ship and propeller are still in the design stage.
The basic information, both for the design of the propeller
itself and for calculating the hydrodynamic forces and moments that will act on the propeller in the wake field, is provided by the wake field.
Comparative calculations for the wake fields of three ships have been carried out both on the model scale and on the estimated full scales these involved analyses of the wake fields and the calculation of the fluctuating forces and moments acting on the propeller.
An account is then given of the development of three different wake field families by the systematic variation of a reference
wake field. Comparative calculations have been performed
to investigate the effect of the wake peak at the 12 o'clock
2-i . INTRODUCTION
A thorough understanding of the vibration behaviour is of decisive importance in the design of a modern ship. The shipowners are constantly specifying the use of ever-higher powers, while at the same time they have a clear preference on economic grounds for single-screw ships. Therefore the
design o-F the propeller assumes increasing importance because the propeller working in the wake field is one of the sources of vibration.
The exciting forces and moments produced by the propulsion machinery and the propellers have also increased as the
installed power has risen. Since in many cases the ratio of machinery power to the mass of the ship has incrdased, it has become of fundamental importance that there should be a thorough understanding of the vibration behaviour.
It is therefore now more essential than ever to be able
to make predictions regarding the behaviour of the propeller
in the wake field with the greatest possible accuracy while the ship and the propeller are still in the design stage. To solve these problems the design engineer has available a variety o-F calculation methods, backed by his own experience. O-F major assistance in this work are suitable computer programs, since
the results are available quickly, and it is possible to
perform systematic parametric studies. Analyses and calculations of the wake field are used in the first place to enable the
propeller that is being designed to be adapted as closely as
possible to the wake field. Then calculations are per-Forred
to enable the behaviour of this propeller, together with the hydrodynamic forces and moments that are produced in the wake
field, to be analysed.
In the main the experience of the design engineer consists
of having applied these calculations to a large number of ships of various types, and then to have studied their full-scale
-
3-2. 1HE WAKE FIELD AND THE DESIGN PARAMETERS
It should first be noted that propellers interact very
differently with a given wake field, depending on their design
loading coefficient (thrust loading coefficient
TH Since,
however, in nearly every case the propeller revolutions will
be specified by the shipbuilder and the engine maker, the
loading coefficient is not a design parameter. The remaining design parameters then are:
Diameter. For efficiency reasons the propeller diameter
can be varied only within narrow limits. Nevertheless some variation is possible in order to enable the propeller
to work in a desirable wake region or to avoid an undesirable
region. In comparison with the behaviour of the propeller
in an homogeneous field (open water test) in most of the
wake fields of single screw vessels a certain reduction o-F
the propeller diameter will be without considerable influence on the efficiency. There may, however, be a favourable
influence with regard to cavitation and vibration behaviour.
Number o-F blades. So far as hydrodynamic aspects are concerned, a knowledge o-F the magnitude of the harmonic components of
the wake field is the most important factor affecting the
propeller design. It is, however, also necessary to take into account the vibration characteristics o-F the hull and o-F structures adjacent to the propeller, as well as data
relating to the propulsion machinery (such as the number of
cylinders).
Radial pitch distribution. The selection of the pitch
distribution is decisive for the loading distribution, and
hence for all the characteristics of the propeller. By varying
the different loading distributions it is possible,with the aid of a computer, to obtain an optimum distribution for a
Radial skew distribution. A suitable choice of the skew
distribution of the propeller can influence the selection
of the wake regions in which it will work.
Radial variation of the blade section, camber, and blade
thickness will influence the cavitation characteristics.
3. CALCULATIONS
3.1 WAKE FIELD ANALYSES
A harmonic analysis is performed to determine the behaviour o-F a propeller in a wake -Field. The wake harmonics o-F the wake fields investigated are determined up to the 6th Order
over the radius of the propeller.
In order to obtain another criterion for the non-uniformity
of a wake field, a suggestion that originated from the HSVA /1/ was adopted, and a value (x) was calculated for all the
wake fields investigated in the -Following manner.
If at radius x the local in-Flow velocity in the plane of
the propeller is y, and the velocity of the model or the ship isv, then the dimensionless average value for the inflow
velocity at a radius will be
¿ It -1 Vm (x) =
-4
21
I oFrom /1/ the average deviation from this average velocity at a
radius will then be
2 U 21 o d. V)
Vm
V.nd.p
-5-A comparison with the harmonic components of the wake field
concerned shows that the introduction of (x) in this form provides no significant new information. Viewed as a
character-istic o-F the inhomogeneity of a wake field it is very similar to the ist harmonic component.
3.2 CALCULATION OF THE LIFT COEFFICIENT ANO THE ANGLE OF ATTACK The hydrodynamic forces and moments excited on the propeller
by the wake field are calculated at 50 intervals of the propeller blade position by means of a quasi-static method /2/. The method employed takes into account on the one hand the Goldstein
factors and the curvature corrections /3/ o-F the design theory for the optimum propeller, and on the other hand the
character-istics of the propeller blade sections as determined by the two-dimensional aerofoil theory.
In the case of the program that we have been using for many years now it is possible to introduce the three-dimensional wake field. If only the axial field is available, a constant
inclined in-Flow can be assumed for the tangential components of the wake -Field. This has been done in the case o-F all the investigations reported in this paper.
The ogram calculates the local lift coefficients
0L' the loca)
angles of attack°
, and also the local cavitation numbersfor radii 0.3 R to 0.9 R at 5° intervals of the propeller blade position which are, however, not discussed in this paper.
The results give an indication of the suitability of the radial
pitch or loading distributions that have been selected [lift coefficients and enable an estimate to be made of the local danger of cavitation occurring on the pressure side of the blade
[negative angles of attack) especially where several designs alternatives are being considered.
So far no calculations have been performed with a view to estimating the form, magnitude, and nature of the cavitation on the suction side. There seems no doubt, however, that a
consideration of the lift coefficients and the angles of attack in both the radial and the circumferential directions would enable a qualitative comparison to be made of the cavitation
that may occur on the suction side.
For comparison purposes the calculated lift coefficients and angles of attack are given for the upper blade positions CaD0 to either side of the 12 o'clock position) in all the examples given n this paper. An attempt will also be made to estimate
the pressure variations on the hull induced by the propeller, since a relationship exists between the lift coefficient and the bound circulation.
In addition, following a suggestion made by Dr. Weitendorf, it is the intention in the future to determine the radial
distribution of the bound circulation for the upper blade
positions in the wake field about the 12 o'clock position. It is hoped that this may enable one component o-F the pressure variations to be calculated.
3.3 CALCULATION DF THE HYDRODYNAMIC FORCES AND MOMENTS, THE
THRUST EXCOENTRICITY, THE STRESS DISTRIBUTION, AND THE BLADE DEFLECTIONS
As described in the preceding Section 3.2, the computer program will calculate all the individual forces and moments acting on
the propeller in the wake field. This enables the total forces
andntiments acting on the propeller shaft, corresponding tn the number o-F blades, to be determined, as well as the thrust
eccentricity.
In addition the program will calculate the radial stress distribution on the pressure and suction sides of the blade, and also the radial deformation o-F the propeller blade. All the
results are shown in tables or on diagrams in the following
In -Future a comparative survey of the propeller blade de-Flections
produced in the wake field will also be provided, as suggested
in an article by Schwanecke /4/.
4. COMPARISONS OF THREE PROPELLERS IN THE MODEL WAKE ANO
IN 1HE ESTIMATED FULL-SCALE WAKE
All the calculations referred to in the preceding Section 3 have been carried out for three ships, both in the nominal model wake field and in the estimated full-scale wake field.
Figs. i to 3 show a comparison o-F the two wake fields.
The Author gratefully acknowledges the courtesy of Messrs. Blohm + Voss, Hamburg, for making this information available.
Ships 1 and 2 are high-speed single-screw container ships,
(delivered in 1975 and 1959 respectively), while ship 3 is a
bulk carrier (delivered 1975). The most important criterion is the vibration behaviour, and in this respect ships 1 and 3
had very low vibration levels, whereas ship 2 suffered severe
vibration in one area of the afterbody which measurements clearly showed to be due to pressure variations on the shell plating. The amplitudes measured on the shaft of this ship provided to be negligible.
Figs. 4 to B show a comparison o-F the first B harmonic orders of the wake field on the model scale and the estimated full scale for these three ships. In the case of ship i there was
agreement as to both order o-F magnitude and trend for nearly
all the harmonic components of both fields. Differences occurred in the case of ship 2, however, as regards both trend and order
o-F magnitude, and in the case of ship 3 the differences were
appreciable.
Ship i is fitted with a six-bladed propeller, while that on
ship 2 is five-bladed (see table 1). There was little amplitudes
in the shaft forces and moments on either ship. From a study o-F
the corresponding orders of the wake field this is also to be
anticipated in view of their magnitude and the correlation
-B-Ship 3 is fitted with a four'-bladed propeller'. The low vibration levels achieved on the actual ship suggest that possibly the wake field has not been correctly converted, since there are deviations for almost all the harmonic
components. Conversion of the wake field for ship 3 is also
inevitably more difficult, since the hull form is fuller
than that of ships i and 2.
There is little point in comparing and judging two wake fields on either the model scale or the estimated full scale solely from a visual inspection (see, for example, Figs. i to 3J.
On this basis it might appear that the differences in the
wake field of ship i were larger than in ship 3.
Figs. 7 and B show the radial distribution of the average velocity value ô (x), as defined in Section 3.1, for the
three wake fields on the model scale and estimated full scale. There is a marked similarity with the values for the ist
harmonic components, and these figures provide no new information.
Figs. 9 to 14 show the calculated lift coefficients and
angles of attack cX° for the upper blade position. It will be apparent from all these diagrams that the values at the 80° blade position are higher than at the 2800 blade position. This is because an assumed inclined inflow was employed in all the calculations (see Table i).
In the case of ship i there is extensive agreement between
the model and estimated full-scale results, although the increase and decrease about the 12 o'clock position is somewhat steeper
for the estimated full-scale wake field.
In the case of ship 2 there are large differences between the
calculated values for the two scales. If it is assumed that
the full-scale wake field of ship 2 has been correctly calculated
it is to be expected that there will be major differences be-tween the cavitation behaviour on the full scale and that
ob-tamed -From model scale investigations. As will be seen from Figs. 11 and 12, in the estimated full scale case the increase
and decrease takes place over a very short range of blade
positions, from 3400 to 20°, while on the model scale this
change occupies an angular rotation of the propeller that is almost three times as high. Although the change in loading on the propeller blade for the estimated full-scale wake field
takes place over a very small part of the propeller rotation,
in a region that is closest to the shell plating, a comparison
with Figs. 9 and 10 for ship 1 will not by itself provide an
explanation for the major pressure variations that occurred
only on ship 2.
In the case o-F ship 3, Figs.13 and 14 show a good correlation for blade positions adjacent to the 12 o'clock position.
Atme distance from this, to both port and starboard, there are however appreciable differences. So far as the question
of pressure -Fluctuations is concerned, these differences are not of any great importance, since they relate to blade
positions that are remote from the shell plating.On the other
hand the differences cannot be ignored if the cavitation be-haviour is being estimated or investigated.
In the Author's opinion, a comparison of the variations in the values of the angle of attack as shown in Figs. 9 to 14
demonstrates clearly that the propeller for ship 2 was designed
with reduced loading of the blade tips.
In addition, from a comparison of all these diagrams, it is
apparent that the efforts that are being made to obtain a
knowledge of the wake field on the full scale are very important.
Figs. 15 to 17 show a comparison of the radial stress distribution for all three ships and their wake fields to both scales.
In the case of ship 1 there is again good agreement for the
average value and for the double amplitude of the variation, while in the case o-F ships 2 and 3 there is agreement for the
10
-average values, but differences in the double amplitudes. At the design stage this result is, however, not of such
critical importance as that for the local lift coefficients
and local angles of attack.
Figs. 15 to 17 also show for all three ships the results o-F
the thrust and torque variations on the propeller and the
bearing -Force and bearing moment variations. Fig. 18 illustrates the mordinate system employed, and Fig. 19 gives the results o-F the thrust eccentricity.
As B<pected, good agreement is obtained for ship 1, which is also reflected in the KX and KYZ values proposed by Schwanecke. Here the amended de-Finition proposed by Kerlen /5/
is used for these factors, all forces being made dimensionless by the use of the average thrust, and all moments by the use
of the average torque. Schwanecke, on the other hand, does not
ue the average torque, but a moment consisting of the average
thrust multiplied by 0.15 0. This di-F-Ference explains, -For instance, why the K values according to Schwanecke's de-Finition would be larger -For ships 1 and 2, and smaller -For ship 3.
This, however, is o-F no importance for the comparison that is
being made here.
The agreement for ship 2 may also be regarded as good; only
in the case o-F the LQY component is the value in the estimated
full-scale wake field appreciably higher. There is agreement
therefore only in the KX values.
There is agreement for three of the components in the case
of ship 3. The values of the components FFX, LX, and QY are
higher in the estimated -Full-scale wake field. From these results the great importance of a knowledge o-F the full-scale wake field -For the propeller designer once again becomes
5. INVESTIGATION OF THE SYSTEMATIC VARIATION OF A WAKE FIELD Starting with the wake field shown in Fig. 1, a simplified wake field was produced (Fig. 20), and this was varied in three t'ays. The simplified wake field shown in Fig. 20 is referred to below as the reference wake field or the 80°
reference type. In it the velocity change commences at the 60° position.
The variations on this reference wake field were performed as shown in Fig. 21. The change in the velocities about the
o o
12 o clock position then commence at 20 or 40 , so that the
wake region becomes narrower, or at 800 and 1000, so that the
wake region becomes wider than for the reference field. In the case of wake fields Type A and B the average values
are maintained constant on each of the five radii. To enable
this to be achieved with changes in the wake peak, the local values at the 0 position were varied in Type A and at the
180° position in Type B. In the case of the Type C wake field,
on the other hand, the local values were maintained constant
at the O and 1800 position here the average values on the individual radii were therefore altered.
This investigation was commenced since naval architects frequently wish to know what form a wake field should take in order to
produce satisfactory results as regards propulsion, cavitation,
vibration, and pressureson the shell plating. An investigation
o-F this nature can certainly answer these questions only in part. The only reliable method of obtaining in4'ormation on the
cavi-tation behaviour is to perform systematic cavicavi-tation tests, as
is confirmed by the calculated values for the lift coefficients and angles of attack OC° reproduced below.
Mention should be made of the following: If the equations for the design of wake-adapted propellers, as given by Lerbs or
12
-given by Brehme and Nleyne /6/), were to be formally applied,
the radial pitch distribution would be the same for the Type A and B wake fields for all versions from 200 to 1000, since the average values at the corresponding radial points are
the same.
Fig. 22 shows the wake field for the 60° reference type. The ratio v/v is shown. Figs. 23 to 28 then show for
corn-m
parison the "constructed" wake fields for Types A, B, and C.
A° version
was not produced for the Type A series, sincethis would have negative velocity values at the 0 position.
As in Section 5 above, harmonic analyses were performed for
all the wake fields. Fig. 29 shows the first 6 harmonic
components for the A wake family, and Fig. 30 those for the
B family. No new information was derived from the investigations
on the Type C series.
From Figs. 29 and 30 it will be seen that the harmonic component A3 becomes zero for a field type larger than 1000 (probably
120 ), A becomes zero for a field type between 80 and 100 (probably 90°), A5 for a field type between 60° and 80° (probably 72°), and A6 for the field type 60°. This result
gives an indication as to the number of blades that should be
selected for a given wake field in order to keep the level
of excitations low. These results are independent of the
magnitude of the harmonic components, which are very different
in the two fields o-F Type A and B.
From an investigation of the average velocity value ó(x),
as defined in Section 3, (see Fig. 31) it can be concluded that,
as compared with the 60° roference type, the 40° Type A, the
80° Type B, and the 1000 Type B are less satisfactory as regards homogeniety of inflow.
Calculations of the lift coefficients and the angles o-F
13
-largest maximum values and the steepest variation gradients
occur for the 400 type, and the lowest values for' the 1000 type.
In the case of the Type B family the maximum values of and
y0
all have the same magnitude, the differences being in the
gradients (see Figs. 32 to 39).
The above investigations were based on ship i and were performed
using the six-bladed propeller of ship 1. The cavitation results
for the 600 reference type are therefore in effect known.
Since no systematic tests have been undertaken it is difficult to comment. It may, however, be permissible to conclude that
the 80° Type A, and also the 80° Type B and 100° Type B would be
likely to exhibit relatively better cavitation behaviour. Fig. 40 shows the results of a calculation of the stresses at
0.3 R on the pressure side. The values of the ratio of the double amplitude of the stress to the average value of the stress, or of the stress maximum to the average value, show
o o
that the stress fluctuations in the 40 Type A, and the 80
Type B and the 100° Type B are higher than in the 60° reference
type.
Figs. 41 to 43 show the results of calculations of the shaft
forces and moments (average values in Fie. 41, double amplitudes
in Fig. 42). Fig 43 shows the thrust eccentricity and the
comparative values KX and KYZ. Since, as mentioned above, the
investigation was performed using the six-bladed propeller of
ship i for all types of wake, the optimum values were obtained,
as was to be expected, with the 600 reference type; this is particularly obvious with the KX and KYZ values.
This indicates that the "correct" choice of the number of blades
is of decisive importance as regards the adaptation o-F the
propeller to the wake and the excitations. This is very apparent
- 14 *
6. REFERENCES
/1/ Blaurock, J., Collatz, G.., Heinzel, S. and Helm, G.: Untersuchungen verschiedener Zwei schraubenanordnungen für Schiffe großer V6lligkeit. FUS Report 52/75.
/2/ Nleyne, K.: Statische und dynamische Beanspruchung
von Schi-Ffspropeller-Flügeln. STG, 1970.
/3/ Morgan, W.B., Silovic, V., and Denny, S.B. : Propeller Lifting Surface Corrections. SNAME, 1968..
/4/ Schwanecke, H.: Ober den EnergieVerlust eines
Schif-Fspropellers bei Längs- und Drehschwingungen
und bei Flügel-Biegeschwingungen. Schiff und Hafen, 1968.
/5/ Kerlen, H. : Über propellererregte Vibrationen auf
Schiffen. Hansa, 1970.
/6/ Brehme, H. und Meyne, K. : Zum Entwurf von Propellern hoher Leistung. STG, 1974.
Table 1:
Hain dota
o
z
(PIB)mAE/A0
obque flowPropell@r br
mm-
-
-Ship
1 7000tZ35
Q.5Q.'T9
Ship 2
6100 5 0.9310.80
1.2.114 10Ship 3
7h00O.26
0.L0
14.V70 10°L
6
T
C8 P RPM m-
knSp 1
19L15 30,5 9,6 .522 25.3T
35oo
9&5Shtp 2
30,5 9,IL 0.6313 25.3 T 3?zoo 12.OTu1e 2:
Mean wave figures
ol a'l woke fields
Wefectjve
ship
i
Q.11 'J1L45ship
2 0333ShIp 3
0.616 1+0° - TYPE 4 0.193 GO° - Btsts TYPE o. 193 800 - TYPE 4 0. 193 100° - TYPE A a. 1320° - TYPE B
0.193 1Q°-- TYPE B 0.193 60° - BASISTYPE 0. 193 Ô0° - TYPE B 0193100° TYPE
0.193 200_ TYPE C 0.135LO° T''PE C
U.11f60° BASSTYPE
0.19380° TYPE C
0.Z21i 80°
MODEL SCSLE
H9.1:WkefieId of ship i
(Contoner ship)
00 1800ESTtMATED FULL SCME
0.9
F1
00 06 I i 0.7
0.8-0.k Fig.Z:WakefieId of shp2
(Contner ship)
0.9 0.5 0.6 0.7 0° 0.5 6 07 I I 0.8 0.9 Fiq. 2 00 18 Ui
Uoo.
Ft3
900
I 8U 18û°
M OD EL S CALE ESTMA1ED FULL SCALE
F(: Wukf(e1
of ship 3
a O
ai
û. as aai
UO5A3
sA2
A14A6
c7
/
ESTIMATED FULL SCE
-
MODEL St1E02 0.1+ 0.6 0 1.0 01 0.L 0.6 0.8 1.0
x= nR
û, z Ui û.1
-0.05 U OE05A3
Fig. 5ESTI MATED FULL SCME MODEL SC1E
to
0.6 0.6
01 0.L 0.6 0. 1.0
ûî
x= nR
A
5 1.0 01 FSTlt1PTED FULISCALE-
NIODELSCM.E oil. 0.6 0.8Fíq.6:
First six hrmonc components of both
wQkefields (ship 3)
f .0 0.3 0.2
-0.1 -o 0.1 0.05-û0.15
0.10
0.05
-1X-
r/R
-t
I I I I i I I 0.2 0.3 0. 0.5 0. 0.7 0.8 0.9 1.00.20
-ESflMATED FULl SCtLE
MODEL SCPLE
-0.3 0.L 0.5 0.6 0.7 0.8 0.9 1.0
fl7:
Average d.viaticn from overaqeveIocitatthe radU of ship '1 Qnd2
Fig.7 0.20 0.15
(x)
0.10I
0.05/
x= r/R
0.30 0.zs 0.20 0.15 0.10 0.05 o
X= nR
I I t t U.Z 0.3 O. 0.5 0.6 0'7 0.ß 0.9 1.0Fi9. ô:
Averoge deviutionfrorn verae ve1ocit
Githerudiiof ship3
Fg.S
ESTMTED FUll SCE
0.5
0.140.3
-0.7 -0.1 -I o n 6 5 (f 3 z 80° 300° 370° 31400blade
pas1ton j r i i LO° 60° 80° r i 31300 3200 3L0° 20° LIJo 60° 80°Fq. 9
UIt coefficients an anqes of attack ¡n mod et wakefield
(ship 1)
Q6R 0.7R 0.8R OIR 0.9 R 0.8 R 0.7 R 0.6 R0.5
0.k0.3
0.2
-0.1 -O 280° 300° 3200 blade position 60° 80° -i-.-3200 3L0°r
20° tfQ° 60°Fg.1U.
Li ft coefli cents and ang\es of attock tn es\imaed full scale
waRefiet
(thipi)
F.1O
0.9R 0.9 R 0.6 R 0.7 R 0.6 R2800
6j
o 300° 320° 3 klJ blade position 00 blode position 20° LO° 60° Fg.11 Û.8R 0.9R 800 i I I i f 280° 3QQ0 320° 3L0° 28° LO° 60° 8001t
Lilt coefficients on anes olttock in modes wakefield
(ship 2)
0.6 R 0.9 R 0.7 R o.s R 5 3i
U0.5 0.3
0.2-0.1 -O 5 k 3 2I
bi ode position 28Û 300° 320° 3L0° o° 20° LO° 600 800 6 blade position-
I I 2800 3000 370°30°
70
Qo 60 800F it?:
1111 coefficients und ungles of attQck in esllmQted lull scue
wokfie1d (ship 2)
U6R 0.7 R 0.8 R 0,9R 8.9 R 8.8 R O.7R 0.6 R0.3
0.1
-5 zI
a Fig. 13 0.6 R 0.7 R bode position I i'J
'I-G-)C
CbIoe position
Z80° 3000 3200 3O°Fig.:
Lift coefficients on
n1es of attack in ethmuted full scale
wake1iel
(st-ip 3)
0.9 R O. R O.IR 0.6R ZU° LU° 60° 800 3000 3200 3L0° U°6-O 5 L 3 z
zû
0(8 bTad posikion 300° 3?O° LU° 60° blade posilion 2O0 300° 370° 3L0° 70° LU° O°F\giL:
Lift coethcents and angles olcitack in estimated full scale
Wakefield (ship3)
07g
09R
0.9 R 0.6 R O. RRadìul
siresstsribuÌion a lace side
tkp/cr2]
)
hode wakefield:
b)
siirnoed fu scolo wakeield
Propeller exciled force and monen fluctuolions
EsrnaÌed fu1 scale waefie1d <X 0.05; KYZO.17
flgi5:
Calculated results for shtp I
Ft g. 15 Mean 337 312 283 2L5 705 IGL 111f Maximum 521, 1f93 L55 LOO 3L7 Z7 19 Minimum 273 253 229
17
IGL t30 Mean 3LL 319 290 751 710 117 5L1 508 ,9 t32
Zi
Maximum Minimum 283 63 23 706 172FFX
FFY
FFZ
QQX
QQY
OQ.Zto to mö mfü Mean 168.39
-
1+.GL 257.7L 67.73 2120 Maximum 1775316?6
-
g.8l-
12.83 5.29 260.93 7ß.S 7587 Minimum L21 53.65 57.70 Mean 68.08-
13.23 L83 257.71 66.79 77.69 2752 79.36Maxi mum 170.85
-
11.70 5.62 59.IkMinimum 16[+.I
-
IL'30 3.95 755.33 57.SB IG.20Model wake1ie:
1ÇX=û.09, KYZ.15Padial stress disinbuf ion at lace side
{kp/cmzJ
)
Hoe1 wokete1d;
Propelter exciled force
rìdmornentftucuatl0nS
b)
Eslimaed
luHscale wakefì&:
b)
Esimate full
scale wokef&d:
KXO.07, YZÙ.6l+hg 16:
Colculed
resulls for
htp 2
Hg.16 Mean 31 276 Z40 19'7 159
Mairnum
t3136
3L7 Z95 750 220 168 Mnmurrì ZL ZIOi0
1L7 118 gg Mean 377 29179
718 181 ISS 115 Maximum 635 L80 L31 370 315 21tiZ
Mnrnum 237 16t 1317 117 85FFX
FFY
FFZ
QQX
QQY
QOZto to to mio mo mo Mean 159.60 - 3.77 1.80 162.56 79.35 12.72 Moxmum 162.33 - 3.3 7.27 16.53 32.80 lLf.03
Mnmum
157.LO +Û8 123 60.89 75.36 Mean 156.80 - k.SO 3.59 62G7 Z9.L1 18.6Mamum
162.62 - 0.21 5.3 163.37 62.9I 30.29 Minimum 15501 - 9.56 6 160.27-
22)
1ode wakef'
ÇÍ3Q6;
KYZ:Q.1ORadial stress distribution atfnce side
kp/cmz]Mode wakefield:
Estimated fu scale Wa.<e1&d:
Propeller excited torce and
mornen 1Ìucuations
)
Model wakeield
Fíg.17:
CalcuIGted resu1s for ship 3
KX0.16; tKYZ 0.20
)
Ethmaed full
cle wake1ied: KXC.30;KYZ:U.1+3
Fig. 17 Nleart L50 LOE 3Cl 322 263 1914 119 Maximum 519 503 k56 L18 351 266 171 Minimum 323 7.82 2L1 206 163 118 71 Mean L?6 380 331+ 297 21+6
18
121 Maximum 683 67.3 561 507 1+21 17 201 Minimum 290 7.58 7.27 '199 163 126 82FFX
FFY
FFZ
QQX QY QQZ
to
to
to mio mto mioMean 200.00
-
Oi+5 ICL.93 31.83 6i8Maxrnum
211.91 - 0.60 0.75 1'10.29 39.11 17.1+9 Mintmum 191.01 -1.91-0.03
160.75 ZZ.1-
1.57 Mean 199.90-.3ß
0.1+6 1GL.88 10332 8.89 Maximum 7.22.11+ -6.31+ 1.26 175.28 135.93 1526Minimum
8L0-995
-0.21 157.21 1.09 1+19 U.3R 0.LR. 0.5 R O.6R08R
z
GZ
QZ
FZ
EF Z
Fig. IB:
CoordinQte system-denitions ollorces Qnd
moments on propeller
(right-bonded propeller)
FEY/Y
UQY Fg. 10.7 R 0.15 R aiR
-Ship 1 C,,w
$ 0.05 Rey
thrust eccenÌrictty
N G)ESTIMATED FU1 SCALE
MODEL SCALE
Ship 2
Ship 3
ey
I
q;
Fig l:
Comparison of colculated results olthtusteccen1ricit
for oil 3thips
Fig1
tú
-0.8 -0.601
-Fg.:
Basis WoIefie1d
7700 ISO 900 Fig. 20 1.OR O. R 0.6 R O.k R 02 R00 20° LO° 600 800 1000 IZO° iLO° 160°
V
Vm 1.0 0.8V
m 1:.:
OWAKEFIELD TYPE A
t t IWAKEflELD TYPE B
1.0 x=02 RWAKE flELD T'T'PE C
x=0.2 R t t I I x. 0.2k I f I I I 0° ZOD 10° 60° 80° 100° 120° ILO° 160° 1B0
Fi.?1:
Modication ol wake field
at each radus are: I zir L;-
vfl
conSan V (10°) constant Vm V (0°)=
vrabet Vma each radius x are:
d.q constant Vm V (10°) vartabet Vm V (o°) c,onstck Vm
at each radius x are:
ir
zirJ - ct
vartabel o Vm V (1800) constant Vm V (fo) constant Vm 0 180° 90° too 0.8 V 0.6 0ì4 Ui o18û°
Fg??
BQss wake 1ie1WAKE FIELD
60° -BSIS11PE
00
OE2 g3 g
5
F g .23
Fg.23:
Woke fe1d L0°-Tpe A
90°
WAKE FIELD
L4O°,.... TYPEA
U0
180
WAKE FIELD
800
-
TYPEA
Fg.7L
Woke field
BU°- ond 1UO°-Tpe A
r
BU°WAKE FIELD
1000 -TYPEA
Fig 2L o.00 i
Sj
o« 1800WAKE FIELD
200
-
TYPES
FiS.
Wake f ied
ûnd LU°- Tpe B
i80WALK E FIELD
LO° -TYPEB
Fiq5
9C°1BÚ°
WAKE FIELD
80°- TYPEB
Ffgi:
Wake 1ied
tJ°- Qnd 100°-Type B
i U°
15
WAKE flELD
1800
WM<E FIELD
200 TYPC
Fig Z7:
Wake field
?U°- und LO°-Tjpe C
1800
WAKE FiEL1
LO°
-
TYPEC
Ftq27
U0 i ßO° Fíq.ZB:
Wake fe1
8U°-iUU°-TpeC
WAKE FIELD
BO° - TYPE C
i8OWAKE FIELD
1000-
TYPE C
Fg 1j. qU O1.3
02
-U .1 û 0.1 - 1105-û 01 0.05 -A143
0.2 C.L 0.6 0.8X==
r/
0o 80. 1000 0e42
116 0.8Fig. 2:
Fftst sx hQtmonic components O we e1d fQmtJ type A
Fia. 79 1.0 L0 60* B0 00. 1f0* 60' )0o 1000 o0 loo0 00
-
0.05-A1 A3A5
100° 80A
600 L0 s l0. 600 ao 80° 100 20 0. _1000 no ut,.
so,-1.0 02A
'0' 20' 600 80' 2Fig.30:
First six hoímonc components owokeie1
furn1
type
Fi. 0
1000 +0. 200 00 .1o. 60° 0.L OE6 0.8 10 0.05 O U 02 0.6 0.8x==
r/
0.05
-3.0
3.15
-6(x)
Fiq.31: PNErQge vtoìon from average ve1oc
atthe radii of
the three wKe field Ìpes A, B, C
x
F..3l
WA<EFIEW TYPE B
WAFIELD TYPE C
I I I 01 0. 0.5 0.6 0.7 O.B 0.9 1.0 600 o0 i 000WAKEFIELD TYPE A
100 80 600 20° i 000 §0° 60° LO° 230 ojo 0.05 -3.0 0.15 -013 010 3.05 0.0g.? -0.6
-0.5 -Oil. 10 0.3 -01 01 -O I 2800 3000 3200 3O°o
Q G.) C Qr'
- -
320° 3000 Z 800 3l 0°blade positon
Fig. 3ZFg 3Z:
Lift coefficients and ang'es
of attacK in wuke field
20°
LO0 TYPE t\
L0 600 800 LO° o 800 0.6 R 0.7R 0.8R 0.9 R 0.9 R 0.8 R 0.7 R 0.6 R 7 6 30.5 0.14. 0.3 0.2 0.1 6 2 0° 2800 300 320° 3200 3L0°
bInde position
Fig. 33H.33
Lift coefficients ad angles
of attack in wake fe1d
600 BASIS TYPE 200 I I f tUo LU° 60° 600 BO° 800 0.6 R 0.7R 0.8R 0.9 R 0.9 R U.S R 0.7 R 0.6 P.
0.5
-
0.3-
01-o-t
280° 3000 3200 3L0°blade posfon
0° blade osttion Fq.3LFiq.3(4:
Lifl coefficients and ang'es
of atthck in wake fe1
TYPE A
£0 0.6 R 0.7 R 0.8 R o.g R 0.9 Ro p
0.7R 0.6 R 3000 3200 3(40 00 200 LU° 600 80°0.5
780° 3000 320°30°
6 s 3 U blode pcsikion U0 blode posilion Fi g.Ñg.35:
L1k coe11cìenis and angles
ol uttock in woke field
1O° TYPE A
200 LO° 60° 80 O.6R 0.7 R 0eR 0.9 R 0.9 R 0.8 R 0.6 R 200 O° 5fl0 2800 3000 320° 3L0° 0°U.S -Qtf
0.3
-01
0.1 o i U 2800 6-I I I 300° 320° 3L0°bde position
F g. 3 Fíg.36:Lift coefficìen'is and ang\es
of attack n woke fieÌ.
200 TYPE B
J I I 20° LU° 600 0.SR 0.7 R 0.8 R .q R 0. R 0.8 R 0.7 R 0.6 R s 3 o B 100 LO° 300° 320° 3L0° 2800 0°oH
U.30.2
0.1
-U 6 14 3 7 780°20°
3000 3730 31430 blade positìcnFg.37;
UIt coefficients and angles
of attack ¡n wake field
'+0° TYPE B
t I 730 1400 530 300° 320° 3140° n 70° 140° 60° 0.6 R 0.'1 R 0.8 R 0.g R 0. R 0.8 0.7 R 0.6 R-j
L)
3L0°
bio de position
Fig.3
Fig.38:
Lift caefficìers ond angles
of attack n wa<e fe1d
300 1YPE
LO° 80° o.6R 0.7 R0R
O.9R o.g 0.7 R 0.6 R 2800 3000 3 0° 34O° 00 20° 60° OU o 300° 320°O L)
a
O) 300° 3?tJ0 280° 300° 3200 3l4f 3L0°blaóe posit ion
Fig. 39
F39: tjft coefficients an
angles
of attack inwake field
1OQ° TYPE B 200 LU° 60° 80° 0.6 R 0.7 R U.S R 60° 0.9 R 0.9 R 0.8 R 0.7 R 0.6 R 800
Fi9.E0:
Stresses at 03R foce side
ratio doub'e arnp1itud/meonstress and mxtrnum stress/meun
stTess
- caldutaed ¡n the
wake fietd lamihes A,,C
for the six-b1adpropeUer
ship I
ZOO-TYP E 'N\\
'-
;-_
0 (6m-6mean mx OrnecnN
Fq.LON
EF7ELOC
A1 I I LU°- 60°- 80°.-100°-TYPE BS1TYPE TYPE TYPE
1.0-
0.9-
0.8-0.7-
0.6-0.5 -0.L 0.3 -02 -0.1 -oWAKEFiELD TYPE A
WAKEFiELD TYPE B
WAKEFIELD TYPE C
Fg.1'.
Suft forces und rnomens
(mean
values)n the wake field famiUes A, B,C for
thsix-badea propeller
of srp1
cnku1od
FigLi
TYPE
FFX
FFY
FFZ
ÜX
QQY
QZ
to to to mto mto rnto
20° LU° 168.5
-122
.5 757.9 75.0 20.L 600 1G7.3 -12.9Li
757.L 72.3 70.0 80° 168.1 12.8 3.9 257.9 68.8 19.3 100° 168.0 -11.9 .7 757.8 62.8 18.6 200 168.5-3. 253.2 2L 17.8 LO° 168.2
- 8.L
.1 257.3 L8.L 18.8 600 167.8-
12.9 L? 257.L 72.3 20.0 800 168.L - 17.7 258.1 97.1 20,7 1000 1G8.6 -77.7 3.9 258.k 121.3 20.8 0°- 5.8
.5 258.5 33.0 2L.Z LO° 168. 9.8 L.9 257.9 55.6 71.9 60° 16,8-
12,9 L? 757. 77.3 70.0 80° 168.3 -15.1 3.L 258.0 8L1 17.7 1000 168.3 -16. 2.7 258.0 90.0 152WAKEFIELD TYPE A
WAKEFiELD T'IPE B
WAKEFIELD TYPE C
Fíq. L:
Shalt forces pnd nornens(doube ampi itudes)
-
cucu1otedìnthewokefeIdfomWes 4,B,C ftr
th si-bWded propeller o shp1
Fig. L2
TYPE ¡FFX
FFY
AFFZ
QX MIQY AQZ
to to to into rnto nito
10° 140°
iL
5.33 6.37 3577 630 1.L5 0.58 0.72 .L6 14.214 1.09 80° .80 0.GL 1.21 L.73 6.05 5.79 1000 2.93 1.014 1.32 2.814 6.71 719 70° 21.53 533 1,9? 20.16 55.12 11.83 LO° 10.38 3.98 3.66 7.79 31.56 23.06 60° 1.14s 0.58 0.72 LL6 L?14 1.09 80° 6.142 0.65 1.97 6.0e v.85 .67 1000 5.19 1.70 2.85 14.58 12.15 114.90 200 28.71 11.09 2,57 26.86 73.09 15.75 14Qo 11 .87 kS? L.26 8.82 36.30 26.56 60° 1kB 0.58 0.72 L146 14214f09
800 5.58 0.59 1.66 5.23 6.78 7.145 100° 1406 1.28 1.96 3.56 920 10.1414Fíq.3;
Trust
ccen1ricìÌIs ond K-v1ues
co1cuute
in The wQke field families A, B,C for
the six-bladedpropeer fship1
F4L3
Wukeie1d type
Thrust eccenriciti
er/R
ez/R 0.17 38 0.03 03 005 0.03 0.07 _ TYPE A0.31
O 03L O.1260-
STYPE3.i2
0.Q3O11
80°- TYPE A
U I0
0.032 0.115 100°- TYPE A 0.110 0.031 0.105 0.21 0.32 0.09 0.26 0.03 0.03 0.05 0.US 0.06013
- TYPE B 0.050 0.030 U.BkUO- BS1STYPE
0087 0.03? 0.081 600 TYPE B 0.126 03+ 0.121 300-
TYPE B 0.167 0.035 0.163 100°_ TYPE B 0106 0.035 0.703 0.27 0.L2 0.10 0.30 0.03 0.03 0.05 0.07 0.0k 0.10 20°-
TYPE C 0.066 0.OLO 0.052LU°
-
SiS TYPE 0.100 0.037 0.093 60°- TYPE C 0.126 U.03L 0.1210° TYPE C Q.ILL 0.030
100°- TYPE C 0.153 0.025 0.151