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An investigation into the
difference
between nominal and
effective
wakes for two twin-screw ships
M. Hoekstra
M22
An investigation into the
difference
between nominal and
effective
wakes for two twin-screw ships
CONTENTS
page
Summary 3
i Introduction 3
2 Application of the diffuser test to twin-screw ships 4
3 Experiments 4
4 Results and discussion 6
5 Conclusions 11
References 11
Appendix 12
AN INVESTIGATION INTO THE DIFFERENCE
BETWEEN NOMINAL AND EFFECTIVE WAKES FOR TWO TWIN-SCREW SHIPS
by
M. HOEKSTRA
Netherlands Ship Model Basin, Wageningen
Swnmary
With the aid of the diffuser test method, the effects of propeller-hull interaction ori the wake field were studied for two twin-screw ship models with different afterbody shape. lt appears that interaction effects tend to reduce the non-uniformity of thewake field.
Calculations of the unsteady shaft force and moment components show a better correlation with experimental data when the effective, instead of the nominal, wake field is used as input.
i
IntroductionWhen dealing with wake fields in the propeller plane
of ships, two kinds must be distinguished: the nominal
wake field and the effective one. The nominal wake
field is the velocity field behind the ship without pro-peller. The effective wake field is the flow field actually
experienced by the propeller; it is the flow field
obtained by subtracting the propeller-induced velocities
from the flow through the propeller plane.
The differences between the nominal and the effective
wake distribution are due to propeller-hull interac-tion. Propeller theories assume the flow in which
the propeller operates to be a potential flow and
the presence of any body in its environment isne-glected. This means that the inflow to the propeller is found by simply superposing the original potential wake and the propeller induction. In a viscous flow with vorticity, produced by a body, the propeller will interact with the vorticity and with the solid
bound-aries of the body to maintain the no-slip condition.
All these interaction effects have to be incorporated in the wake, resulting in what one calls the effective wake, in order to calculate the propeller performance
correctly with existing theories.
Recently, the effect of propeller-hull interaction on
the flow field in the propeller plane of a ship has received increased attention. This is not surprising
when it is realized that for a big tanker with a heavily loaded propeller, the difference between the nominal and effective wake fraction can amount to 2O0/ of the
nominal wake fraction, the effective wake fraction
being the smaller one.
Evidently, the interaction plays a less important role for twin-screw ships. The clearances between hull and
propeller are relatively large for these ships, and so,
the difference between nominal and effective wake will be less significant. However, hardly anything is known
about the nature of this difference and whether,
although small, it is still important for the propeller design. Therefore, an investigation of this difference
was initiated within the scope of an extensive research
project on two twin-screw dredgers, one with a con-ventional and the other with a pram-type afterbody
shape {3].
The problem in such an investigation is the deter-mination of the characteristics of the effective wake field. Since the propeller-induced velocities are not
contained in the effective wake field, the latter is
essentially unmeasurable. Hence, in order to arrive at the effective wake distribution, we must follow a procedure, such as, for example:
measuring the velocity field closely ahead of the
propeller.
calculating the propeller-induced velocities and
subtract them from the flow field measured. Unfortunately, when a Pitot tube is used as a device
to measure the velocity, the desired measurements
cannot be made sufficiently close to the propeller. In order to overcome this difficulty, it was decided to
replace the propeller by a diffuser with circular cross-section, mounted co-axially with the shaft axis to the
ship model with the orifice at the propeller plane.
Such an axisymmetrical diffuser may be conceived as an annular hydrofoil-at-incidence. When it is fitted behind the towed ship model, a flow circulation will be established which causes the velocity in the orifice
to become greater than the advance speed of the
diffuser. Thus, ahead of the orifice the sink-like action
of the propeller is simulated. The diffuser-induced
velocities, which have to be subtracted from the flow field measured in the orifice of the diffuser, must be
calculated.
The obvious advantage in using a diffuser instead of the propeller is that the velocity measurements can be made in the propeller plane with the standard Pitot
apparatus. On the other hand, it should be realized
completely correct. In fact, every ship-propeller com-bination has a unique effective wake field. With the application of the diffuser, it is assumed that only the
mean loading of the propeller to be simulated
isrelevant for the interaction. Interaction effects asso-ciated with the details of the propeller geometry and load distribution are lost in this approach.
In this paper, the application of the diffuser test to twin-screw ships will be discussed. Results will be shown for the two subject vessels and a comparison
will be made between nominal and effective wake
distributions.
2 Application of the diffuser test to
twin-screw ships
A description of the diffuser test method for
single-screw ships has been given in Ref. [I]. The application of the method to twin-screw ships calls for some addi-tional remarks.
The diffuser-induced velocities can be computed when the diffuser is represented by an annular sheet vortex. Assuming uniform inflow to the diffuser, this
vortex model has a relatively simple form, since
varia-tions of vorticity only occur in longitudinal direction and not in circumferential direction. This approach is justified as long as the non-uniformities in the inflow and the deviations of the flow direction from the axial direction are small. This model was actually used for
diffusers behind single screw ships. Unfortunately, the
condition of small inclination of the flow to
the diffuser axis is not satisfied for most twin-screw ships.As a result, a circumferential variation of the vorticity
distribution of the diffuser surface occurs. Hence, such
a circumferential variation of the vorticity must be
accounted for in the calculation
of the
diffuser-induced velocities. En order to avoid the cumbersome evaluation of a surface integral, inherent to this
prob-lem, we shall apply the following analysis.
It will be assumed that the inflow to the diffuser is
uni-form but inclined to the diffuser axis. The vorticity
strength distribution on the surface will be re-presented by t, which we define as
r = hm
(2.1)ö5 being the vorticity vector and ör the infinitesimal
thickness of the vortex sheet. Introducing a cylindrical
co-ordinate system x-r-O with the x-axis aligned with the diffuser axis, the circumferential component of T will be assumed to be of the form
ro = A(x)+B(x) cosO (2.2)
A is the contribution to the vorticity strength
asso-ciated with a uniform inflow in axial direction, which
4
can be calculated by means of the procedure given in
Ref. [I . BcosO is the perturbation of the vorticity
dis-tribution caused by the flow inclination. The angular
coordinate O is zero at the location of maximum angle
of incidence. The distribution of the induced axial velocity in the orifice resulting from (2.1) is (see
Appendix):
VA1fld(r, O) = A 1(r) + B(r) cosO (2.3)
The contribution A is related to the circumferentially
uniform part of the loading and B1
is due to the
variable part.
Any vorticity field has to satisfy the condition
V5 = 0
For the present sheet vortex this implies 8w 13w0
+-
=0
8xr80
or, equivalently, ¿3T+=0
i 8f0 8xr80
Equation (2.6) shows that the circumferentially varying vorticity implies the presence of a longitudinal
component of t. More specifically, recalling (2.2), f'
will be of the form
I = a(x)sinO (2.7)
This longitudinal component of T gives rise to an ap-proximately uniform "downwash" in the diffuser
ori-fice as shown in the Appendix. Thus, the
tangen-tially and radially induced velocities of the diffuser can be approximated by
VT1d = - B, sin O (2.8)
VR1fld = A2(r) + B2 cosO (2.9) where the contributions B2sinO and B2cosO result
from f and A2 is related to the uniform part of the
loading.
The effective wake field can be determined from the
flow measurements in the orifice of the diffuser, once the coefficients A1, A,, B1 and B2 specifying the
dif-fuser-induced flow field, are known. A1 and A, can be
calculated according to Ref. [I]. B1 and B2 will be
estimated on the basis of the test results. As is shown in section 4 below, this is fairly easy.
3 Experiments
The ship models used for the present investigations were NSMB ship model No. 4984 with a more or less conventional stern and No. 4984A with a pram-type
(2.4)
(2.5)
stern. Both models represent a twin-screw dredger. Their body plans are presented in Fig. 1. The
shaft-strut configurations and the shape of the afterbody
frames are shown in Fig. 2. Both models have a length
of 12 m.
The test programme consisted of nominal wake field measurements and velocity measurements in the orifice of a diffuser, carried out for both models. The nominal
wake measurements were made in the propeller plane
on port side. The three velocity components were
measured in 144 locations specified by r/R = 0.40,
0.48, 0.64, 0.80, 0.88, 1.04 and çb = 0,20, 40, 60, 80, 100,
20
MODEL NO, 4984
MODEL NO. 49A Fig. I. Body plans of the subject models.
850
measurements in the orifice of the diffuser were made
at the same stations, except for those on the outer
radius, being located outside the diffuser orifice. The
dimensions of the diffuser used behind both models are given in Fig. 3. The diffuser replaced the port propeller;
the starboard propeller was normally driven during
the diffuser tests.
All measurements were made at a model speed of 2.19 m/s, the measuring device being a 5-holes Pitot
tube.
BASE LINE
MODEL NO 4984A
Fig. 2. Shaft-strut configurations.
O A.PP
Fig. 3. Geometry of diffuser.
MODEL NO. 4984
DETAIL ' LEADING EDGE DIFFUSER
NSMB NOZZLE iBA PROFILE
120, 140, 160, 170, 180, 190, 200, 210, 220, 230, 240,
250, 260, 270, 280, 300, 320 and 340 degrees. The
o
- va-/v Va-/v V0, /V 1.00 0.50 o 1.75 1.50 1 00 0 50 1.50 1.00 0.50
EFFECTIVE FLOW FIELD
Fig. 4. Circumferential distributions of axial velocity compo-nent (model No. 4984).
4 Results and discussion
The circumferential distributions of the three velocity
components VA, VT and VR as measured in the nominal
wake fields are plotted at the top of Figs. 4-6 (model 4984) and Figs. 7-9 (model 4984A). Corresponding results of the measurements in the diffuser orifice, as well as of the derived effective wake fields, are added for a direct comparison. As usual, the velocity
com-ponents are given as a fraction of the model speed. In addition, plots of the lines of equal axial velocity
are presented in Fig. 10 and vector diagrams of the transverse velocity components in Fig. Il.
Let us first consider the axial velocity component.
In the nominal wake field, this axial component is
almost uniform over a large part of the propeller disk.
Distortions of the flow are found primarily around
the ç = 2000 position. They are caused mainly by the
presence of the propeller shaft. The position of the
shaft wake peak is slightly different for the two models
6 Vt/v Vt/v 0.5 o -0,5 0.5 -05
DIFFUSER FLOW FIELD
EFFECTIVE FLOW FIELD
Fig. 5. Circumferential distributions of tangential velocity com-ponent (model No. 4984).
owing to differences in the hull shape. lt is striking
that the non-uniformities in the wake distribution are much less for the pram-type stern (4984A). This must be attributed partly to the smaller hull inclination and partly to the favourable strut location. Behind model
4984 the strut wakes interfere with the shaft wake, while
for model 4984A the strut wakes develop outside the shaft wake, at least at the outer radii. For both models
the variations of the velocity distribution with the radius are small, as appears from Figs. 4 and 7. In
the flow field measured in the diffuser orifice, this is evidently not the case due to the non-uniform diffuser induction. The axial velocity distribution in the
effec-tive wake fields was obtained by subtracting VA1 as
given by (2.3), after assessment of the contribution
B1cosO. This has been accomplished as follows. From
the direction of the transverse component, it can be
concluded that the heaviest loading of the diffuser occurs around 'p = 20°, hence O = 20°. The value
-I
DIFFUSER FLOW FIELDlì--lì
NOMINAL WAKE FIELD NOMINAL WAKE FIELD
go,
Vr! ¡V -0.5 o -0.5 0.5 o -0.5 0°
DIFFUSER FLOW FIELD
90 180° 270° 360°
of B1 can then be derived when it is assumed that
interaction effects are negligibly small at ( = 20°
(O = 0°), which is reasonable in view of the distance to
the hull being relatively large. This means that after
subtraction of (2.3) the nominal velocity distribution should be recovered at p = 20°. Ef the axial velocity
component at q = 20° in the nominal wake field is denoted by VN(r) and the same component in the
diffuser flow field by V0(r), we can plot
B1 = VDVNAI
as a function of the radius. The actual value of B1(r) is
determined from a faired curve through the plotted
points.
Following this procedure, the distribution of the
effective velocity field can be constructed leading to the results shown in Figs. 4, 7 and 10. These results
indicate that the circumferential variations of the
Vol /V o 10 0.5 o
DIFFUSER FLOW FIELD
180° 270° 360° Fig. 6. Circumferential distributions of radial velocity compo- Fig. 7. Circumferential distributions of axial velocity
compo-nent (model No. 4984). nent (model No. 4984A).
axial velocity are smaller in the effective than in the nominal wake. This is also clearly illustrated by the harmonic analysis of these circumferential axial velo-city distributions, given in Tables I and 2.
Turning now to the transverse velocity components,
it is shown at the top of Figs. 5, 6, 8 and 9 that, in the nominal wake, the familiar, almost sinusoidal, distri-butions occur. In the diffuser orifice, the magnitude of
the tangential velocity components is found to be decreased and the radial components vary with the
radius, as anticipated in section 2, eq. 2.8 and 2.9. For
the derivation of the effective transverse flow fields, the
coefficient B2 has to be determined. For this purpose
a procedure analogous to that used for B1 can be applied, B7 being independent of the radius. The
effective transverse flow fields are compared with the corresponding nominal fields in Fig. 11. It appears
that the transverse velocity components are hardly
affected by the interaction.
_u
____-0.88
EFFECTIVE FLOW FIELD EFFECTIVE FLOW FIELD
NOMINAL WAKE FIELD NOMINAL WAKE FIELD
90° cf 0.5 Vn 'V 1.0 Va/v 05 0.5 Vr/ 20 Va-/V 1.5 o
Vt/ 'V Vt/ ¡V Vt' 1v 8 0.5 -0.5 0.5 0 -05 05 o -0.5 00 900
effective wake field
DIFFUSER FLOW FIELD
EFFECTIVE FLOW FIELD
1800 2700 3 6Ö0 Vr! ¡V Iv 05 -0.5 05 o -0.5
DIFFUSER FLOW FIELD
Fig. 8. Circumferential distributions of tangential velocity corn- Fig. 9. Circumferential distributions of radial velocity
cornpo-ponent (model No. 4984A). nent (model No. 4984A).
Table 1. Harmonic analysis of axial velocity component in nominal and effective wake field ol model No. 4984
VA/V= A0
+Acos(i+)
EFFECTIVE FLOW FIELD
r/R0 40
7.-nominal wake field
nR A0 A1 a1 A2 a, A3 a3 A4 a4 0.40 0.744 0.143 15.2 0.083 225.3 0.067 69.0 0.028 267.9 0.019 108.6 0.48 0.756 0.138 14.4 0.075 224.3 0.060 70.5 0.025 270.9 0.015 119.1 0.64 0.772 0.129 18.0 0.061 229.4 0.047 75.2 0.018 269.8 0.015 141.2 0.80 0.774 0.135 20.5 0.063 235.5 0.047 89.9 0.021 326.5 0.018 171.4 0.88 0.770 0.139 19.5 0.064 236.3 0.045 88.2 0.020 317.2 0.023 167.8 1.04 0.760 0.157 19.9 0.076 244.7 0.054 98.3 0.031 319.4 0.031 168.6 nR A0 A1 a5 A2 a3 A3 a3 A4 a4 A5 a5 0.40 0.831 0.042 21.0 0.035 221.0 0.038 67.8 0.014 251.6 0.001 139.2 0.48 0.845 0.028 33.1 0.025 235.5 0.034 71.9 0.0 18 269.3 0.009 153.6 0.64 0.8 57 0.033 30.3 0.019 260.3 0.030 103.5 0.021 297.3 0.0 17 147.0 0.80 0.842 0.070 28.4 0.026 231.3 0.022 106.1 0.0 17 322.3 0.017 144.7 0.88 0.800 0.127 32.0 0.052 252.1 0.023 122.7 0.012 8.5 0.010 161.3
NOMINAL WAKE FIELD NOMINAL WAKE FIELD
0 go. 1800 2 70 36d0
05
Vr,!
o
.85 75
MODEL NO. 4984
NOMINAL WAKE FIELD
85
DIFFUSER FLOW FIELD
EFFECTIVE WAKE FIELD
.80
MODEL NO.
4984A
NOMINAL WAKE FIELD
DIFFUSER FLOW FIELD
EFFECTIVE WAKE FIELD
1.10 1.15 j.20 1.25 t30 35 1.40 45 1.50
MODEL NO. 4984
NOMINAL WAKE FIELD
As an illustration of the effect of the differences be-tween nominal and effective wakes, as derived for the subject vessels by the diffuser test, on propeller per-formance, calculations were made of the fluctuations of shaft force and moment in both the nominal and effective wakes. The employed calculation procedure is based on lifting surface theory [2]. The results of
these calculations are compared with measurements in
Fig. 12. The correlation with the measurements is, in general, slightly better for the effective than for the
nominal, wake field. The correlation is improved, especially in the case of model 4984. Apparently, in
lo
EFFECTIVE WAKE FIELD
Fig. 11. Transverse velocity components.
MODEL NO. 4984A
NOMINAL WAKE FIELD
EFFECTIVE WAKE FIELD
spite of the assumptions made in the analysis of the diffuser test results, the derived effective wake fields are a better representation of the flow field actually experienced by the propeller than the nominal wake
fields. Nevertheless, the interaction effects are so small for twin-screw ships that the restrictions on measuring
accuracy and the approximations involved in the diffuser test may lead to errors of the same order of magnitude as these effects. The diffuser test
ap-proach is therefore considered more useful when the
interaction effects to be determined are more
Table 2. Harmonic analysis of axial velocity component in nominal and effective wake field of model No. 4984A
VA!V= A0 +A1cos(ic+1)
5 Conclusions
The effective wake distributions of two twin-screw
dredgers were derived from the results of diffuser tests
and a direct comparison was made with the results of nominal wake measurements. Moreover, the nominal
and effective wakes were indirectly compared with the
aid of shaft force and moments calculations.
Although the diffuser test method is insufficiently
sensitive to find all interaction effects in detail, we can
conclude with confidence from the present work that the propeller-hull interaction effects on the wake dis-tribution of twin-screws ships is such as to reduce the
circumtèrential velocity variations. The transverse flow
field of the present ships is hardly different in the
nominal and effective wakes. The calculations of shaft l'orce and moments fluctuations, based on the effective
wake field, correlated better with experimental data
effective wake field
20-FORCE (kgl io3) ¡ io 05 O E 20 MOMENT 15 N lID M E34 N EM05 T FH FV N N E M M O NIH MV
FIRST HARMONIC AMPLITUDES OF THE THREE FORCE AND MOMENT
N
NE
M M
FM MH FH MM
STATIC TRANSVERSE SHAFT FORCE AND MOMENT
COMPONENTS OF THE FLUCTUATING SHAFT
Fig. 12. Comparison of calculated and measured shaft force and moment.
than those based on the nominal wake. Nevertheless, one should bear in mind that the diffuser test is
pri-niarily useful when interaction effects on the wake are more pronounced, as for most single-screw ships.
References
I. HOEKSTRA, M.: An investigation into the effect of
propeller-hull interaction on the structure of the wake field, paper
presented at the Symposium on Hydrodynamics of Ship and
Off-shore Propulsion Systems, Det norske Ventas, Oslo,
March 1977.
GENT, W. v: Unsteady lifting-surface theory for ship
screws: derivation and numerical treatmentof integral
equa-tion, Journal of Ship Research, Vol. 19, No. 4, December
1975.
BERG, W. VAN DEN and Kooy, J. VAN DER: The effect of a
pram-type aftbody shape on performance, cavitation and
vibration characteristics of twin-screw dredgers. Nether-Lands Maritime Institute, Monograph, M 18, June 1977. nominal wake field
nR A0 A1 A: (i, A3 (03 Ag (04 A5 0.40 0.788 0.099 10.0 0.063 213.0 0.046 47.7 0.014 232.3 0.002 106.0 0.48 0.803 0.086 5.3 0.051 205.5 0.044 38.0 0.016 227.7 0.008 52.9 0.64 0.812 0.085 359.2 0.040 199.5 0.030 35.0 0.009 178.1 0.006 3.9 0.80 0.818 0.077 357.9 0.026 205.1 0.017 49.1 0.005 105.9 0.008 239.1 0.88 0.815 0.084 358.2 0.028 194.5 0.012 48.8 0.006 67.2 0.008 223.3 1.04 0.810 0.095 352.6 0.028 187.0 0.009 43.6 0.008 64.1 0.010 219.8 nR A0 A1 a A2 a: A3 a3 A4 (04 A5 a5 0.40 0.854 0.014 307.6 0.024 195.6 0.025 51.8 0.011 242.9 0.002 10.7 0.48 0.864 0.020 299.3 0.017 151.5 0.015 39.6 0.008 187.8 0.002 216.4 0.64 0.881 0.017 266.1 0.013 114.6 0.004 151.4 0.003 89.2 0.007 208.1 0.80 0.874 0.013 342.6 0.013 151.0 0.002 165.4 0.008 30.5 0.006 176.8 0.88 0.846 0.052 2.2 0.020 156.4 0.001 230.1 0.003 59.1 0.005 227.2 15 to-D5 D N 05 N E1 IM '!.t' T FM FV 0 MM MV MODEL NO 4984 MODEL NO 4934k N: RESULTS OF CALCULATIONS BASED ON NOMINAL WAKE
E: RESULTS OF CALCULATIONS BASED ON EFFECTIVE WAKE
M: RESULTS OF MEASUREMENTS
FV MV PV MV
20- 20
FORCE MOMENT
APPENDIX
The induced velocity field of the diffuser is determined
from a vortex sheet representation of the diffuser. The velocity induced by a vortex sheet is given in vector
form by
--
ixt(')
-
J dA(x) (A.l)4rr S
where is the position vector of the point where V is calculated, ' is the position vector of the point where
the integrand is evaluated,
s=
and dA isan element of the surface A of the vortex sheet (Fig. A-1). The vector t has no component perpendicular to the sheet. So, if the vortex sheet is axisymmetrical,
t is in the Cartesian co-ordinate system x-y-z given by
r = jF+j(T0sjn 0')+ k(T0cos 0')
(A.2)where F and r0 are the components of T in axial and
circumferential direction respectively. The vector can be written as
= (xx')+J(rcos0r'cos0')+
+ k(rsin 0r' sinO')
(A.3)Hence the axial, radial and tangential components of
xF are
( x
=F0[(r cosO r' cos 0') cosO' ++ (r sinO - r' sin 0') sin 0'] (A.4a)
( x
= T[(r sinO - r' sin 0')cosO +(r cosO - r' cos 0') sin 0] +
- T0(x - x') (cos Ocos O' +sinO sin 0') (A.4b)
(ixfl =
T[(rsin0r'sinO')sin0+
+ (r cos 0 r' cos 0') cos O] +
+ T,(x x') (sin O cosO' - cosO sin O') (A.4c)
Expressing speeds, f' and F0 as a fraction of some
representative velocity V0 and lengths as a fraction of a representative radius R, the non-dimensional axial,
radial and tangential components of the induced
velocity V are given by
2ir F0[rcos(0O')r']
VA=
--JJ
r dx dO (A.5a)47ra0 R
VR =
b 2,tFXr' sin (0 0') F0(x - x') cos (OO')
r' dx' do'
-
R (A .5 b) VT-
SSTX[r'cos(0O')r]
4mao R3F0(xx')sin(O 0)
+ R3 -} r' dx' dO' (A.5c) 12 in whichR = [(x_x')2+r2+r'22rr'cos(0_0')]t
(A.6)We now assume that
T0 = A(x')+B(x')cosO' (A.7)
Then from the conservation of vorticity, expressed by
äT
i aï0
(A.8) x r' ao'
we deduce
= a(x')sinû' (A 9)
Notice that an integration constant does not appear, since at the leading edge of the sheet (x' = a) both 1.
and a(x') are zero. Besides we observe that, whereas U9
is rstricted to the actual diffuser surface, TX extends
to infinity.
Inserting the above expressions for F and T in
equa-tions (A.5) and replacing 0-0' by4i,we arrive at
b 2,t [A + B cos (4' 0)] [r cos '1' r']
VA---5J
r'dx'di,li 4ltaO R3 (A.lOa) i27rarsin('4/_0)sin'4J,d,d'4,+
R3 4m ob 2,, [A+Bcos('4íO)](xx')cos'4'
+SS
R3 (A.lOb)asin('4iO)[r'cos'4ír]
r' dx' d'4'+ VT= 5$ 4m R3 b 2,, 14 -4- R rnc(i/, - 1)V1 ( - y", in $ J L - \T -. r' dx' d 4mao R (A.lOc)The function hR3 is symmetrical on the interval
O-2m with respect to 4i= m. When it is multiplied by
an antisymmetrical function such as, for instance, sin4', the integral of the product over 4i vanishes.
With this in mind, equations (A.lO) can be simplified to
i b2lr(A+BcosOcos'4J)(rcos'4,...r')
VA - - -
r'dx'dçlí 4m R3 (A.l la)1 2,, ar'cosOsin2IJ,,,4,
VR=--$J
R3 4m a oi b27r(A+BcosOcos)(x_x)cos'4,
r' dx d'4i+sS
4m o R3 (A.11b)asinOcos'4i(r'cosJir)
V=
55
r'dx'd,fi+
4m0o R3 b 2,t Bsin0sin2'4í(xx') r' dx' di4i R3 (A.iic)R ' B(cos2Ocos2/j + sin2Osin2i)(xx')
'dx' di
+-J$
r47ta0
R3 (A.13a)2ir
(V)x=a = - sar sinOcosO(sin2icos2i)
ol
R3or sinO cosO cos
R3
r'dx'd+
+
b2,r
B sin O cos O(sin2i cos2Jí) (x -x')
r' dx' di
R
(A.13b)
Fig. A-1. Definition of co-ordinate systems.
Recalling eq. A.6 with OO' = çli, it is readily shown
that C(r) tends to become independent of r for r'»r.
Under the same condition, the integral in (A.15a) and
(A.15b) tends to zero. In our case r'>r, so that
('í)
is approximately constant and (V2) is almostzero.
lt follows that the axial component of the induced
velocity in the plane x = a becomes
Since
2n sin2i 2,r cos2i
(VA)x=a =f1(r)+f2(r) cosO (A.12)
The velocity components at x = a in y and z direction caused by r and the O'-dependent part of 10, are
di
di
2,r arcos i/i (A.14) R3 we find sin2O I 2ir ar'(cos2Osin2(/+sin2Ocos29'í) + (A.15a)(V)==C(r)+
4m R3 r'dx'd,1í()x=aJJ1
R3 arsin2Ocos!1J1r'dx'dí +
sinOcosO 2,ra?cosl,d,d,
R3 (A.15b)()x=a =
4m X b X X aPUBLICATIONS OF THE NETHERLANDS MARITIME INSTITUTE
Monographs
M 1 Fleetsimulation with conventional ships and seagoing tug/
barge combinations, Robert W. Bos, 1976.
M 2 Ship vibration analysis by finite element technique. Part
III: Damping in ship hull vibrations, S. Hylarides, 1976.
M 3 The impact of Comecon maritime policy on western
shipping, Jac. de Jong, 1976.
M 4 Influence of hull inclination and hull-duct clearance on performance, cavitation and hull excitation of a ducted
propeller, Part 1, W. van Gent and J. van der Kooij, 1976. M 5 Damped hull vibrations of a cargo vessel, calculations and
measurements, S. Hylarides, 1976.
M 6 VLCC deckhouse vibration, Calculations compared with measurements, S. Hylarides and R. van de Graaf, 1976. M 7 Finite element ship hull vibration analysis compared
with full scale measurements, T. H. Oei, 1976.
M 8 Investigations about noise abatement measures in way of ship's accommodation by meansoftwo laboratory facili-ties, J. Buiten and H. Aartsen, 1976.
M 9 The Rhine-Main-Danube connection and its economical
implications for Europe, Jac. de Jong, 1976.
M 10 The optimum routeingofpipes in a ship's engine room, C. van der Tak and J. J. G. Koopmans, 1977.
M 11 Full-scale hull pressure measurements on the afterbody
of the third-generation containership s.s. "Nediloyd Delft", R. A. P. J. Schulze, 1977.
M 12 Cavitation phenomena and propeller-induced hull pressure fluctuations of a third-generation containership, A. Jonk and J. van der Kooij, 1977.
M 13 Hull vibration measurements carried out on board the
third-generation containership s.s. "Nediloyd Delft",
R. A. P. J. Schulze, 1977.
M 14 Hull vibrations third-generation containership, S.
Hylari-des, 1977.
M 15 Influence ofhull inclination and hull-duct clearance on performance, cavitation and hull excitation of a ducted propeller. Part II, J. van der Kooij and W. van den Berg,
1977.
M 16 The determination of the acoustical source strength of
propellers of two merchant vessels. A. de Bruijn, 1977. M 17 Experiments on acoustic modelling of machinery
excita-tion, J. W. Verheij, 1977.
M 18 The effect of a pram-type aftbody shape on performance,
cavitation and vibration characteristics of twin-screw dredgers. W. van den Berg and J. van der Kooij, 1977.
M 19 investigations into the effect of model scale on the perfor-mance of two geosim ship models, Part 1: Flow behaviour
and performance in calm water, A. Jonk and J. van de
Beek, 1977.
M 20 Investigations into the effect of model scale on the
perfor-mance of two geosim ship models, Part II: Behaviour and performance in waves, M. F. van Sluijs and R. J.
Dommershuijzen, 1977.