SHIP HYDRODYNAMICS 'LABORATOR:.'
OTANtEMI.
'FINLAND,
--REPORT NO 19
., AN ...EXTO,ISION OF' yooDs THEORY FOR SIMULATING' THE
. .
° CHANGE: OF IMMERSION .,OF A CAVITATING HYDROFOIL
ISSNO356-!1:313
iSBft9517514.68-0
surface or a hydrofoil in a.seaway change their immersion as a function of time Consequently the cavitation number is alsdtime7dependent: This type of flow closely:-resembles that of an unsteady ventilated cavity. In the present paper theories developed to investigate the ifistability.of ventilated cavities and unsteady plane flows with infinite wakes are applied to the
caseof a
fully cavitatingplatewith.a,changing caVitating'number. The boundary conditions are formulated, and the corresponding .solution is Obtained. in .principle, the SolUtion.thus-obtained Could form the basis for estimating the 'probability . of thecollapse of the cavity.
No numerical. results, nor comparisons with eperitents are available yet.
ABSTRACT CONTENTS, NOTATION
1. INTRODUCTION
2.. THE BOUNDARY VALUE :PROBLEM
4.: THE SOLUTION To THE BOUNDARY STEADY CAVITATING FLOW, liNSTEADY'CAVITATING FLOW :bRAG AND LIFT:
7. CONCLUSION ACKNOWLEDGEMENTS -REFERENCES 'APPENDIX A -,APPENDIX- B APPENDIX & ,
Integrals for evaluating Integrals for evaluating
Integrals,Jor
evaluatingLIST OF 'FIGURES
--Fig.. 1: Evolution of a three-stage cavity:: Fig 2 Dependence of Uc at sectionC,17C2.
the cavity pressure with time
Fig. 3. The physical Model
Fig. The independent variables 'Fig. 5.. Convection of cavity volume
11 17 26 31 38 148 50 51 52 514 57 63
NOTATION
circulation per unit angle
drag coefficient
lift coefficient
length of section
ca distance of the stagnation point from half chord
E' mathematical abbreviation defined by Eq. (3.1)
mathematical abbreviation defined by
Eq. (3.1)
mathematical abbreviation generallyfsubscript
Gc
=ccO' defined by Eq.
(2.8)Gw = aw,-E2wO' defined by Eq. (2.16)
I . . abbreviation for an integral
subscript
unit imaginary number referred to space
unit imaginary number referred to time
real constant
empirical constant
two-sided Laplace transform
P. length of cavity
N1 defined by Eq. (3.7)
N2; defined by Eq. (3.8)
pressure
variable in the Laplace-transform plane
constant corresponding to the sink at infinity
Q the rate at which the unsteady component of
cavity volume is passing into the wake
velocity magnitude
oyc
distance
measured,
along a streamline: timeadvance velocity
of
:sectionthe Unit function
. .
_
. . integration variable'in Ch. 4 cavity Voilime: integration variable in Ch 4 i, cOMpldk'streaMfunation cdOrdinate cdOrdinateWidth Of teddy Wake
x. +
-geometric angle of:Attack.
defined by E.g.
V.YsI
Ys2?circulation
_coordinate
of
.transformed plane jump in 0 across the wake'jiimp'in
= {a
.10
unsteady increment to the diSpleCement.
. -coordinate of tranSforted plane
0. across the wake
1
Oh
Tysir iterationi'Variable in Ch:
subscriptparameter defining the decay of the wake-amplitude
4
0 angle between q and Ox-axis
angular measure of the unsteady wake displacement
1
2 YS1 YS2)
integer
real frequency in radians per second
variable defined by Eq. (2.11)
fluid density
defined by Eq.. .(3.2)
.cavitation number
natural cavitation number before cavitation
'Csr variable, defined by Eq. (2.12)
time scales defined by Eq. (2,12)
(1) velocity potential'
X 0 + i0, dependent complex variable
0 stream function
iteration variable in Ch, 4
. 2 = ln(U/q), speed variable
wc frequency
SUBSCRIPTS
refers to a point on the boundary
refers to a point on the cavity
.refers to the imaginary part
refers to pressure changes
sur refers to a point on the pressure side of the foil
refers to a point in the wake.
integer
refers to the variable part of a quantity
1 refers to the suction side of the wake or cavity
refers to the pressure side of the wake or cavity
mean steady value
refers to a point at infinity
capital letters refer to positions given in the figures
OTHERS
{_} = l I
(
complex amplitude {a a
eiarcawe)1
we
it YS2
f
-
f
one writes f(E) = 0(6(E)) as E 0, ,if lim [f(E)/6(E)1 <
E÷0
1. INTRODUCTION
The unsteady features of a cavity flow can be described by the concept of re-entrant jet /8, pp. 161...169, 185/1. This re-entrant cavity model has been used by Woods /17/ when developing a theory for the resonating frequencies observed in the experiments of Silberman & 3ong /12/. The following elaboration of the physics of the flow is given by Woods /17, pp. 437...438/2:
"The cavity that forms behind a submerged body moving at speed through a liquid is continuously supplied with gas and vapour from the cavity walls, a mixture that leaves by etrainment in the turbulent foam and liquid usually found at the end of cavity and introduced into it by a re-entrant jet. Bubbles of gas and vapour pass
down-stream in the wake and are quickly reabsorbed into the liquid. Despite some fluctuation in the re-entrant, under steady flow conditions this natural cavity is quite stable, having a constant shape and a constant cavity pressure pc, approximately equal to the vapour pressure of the liquid. The most important parameter descriptive of the flow is the cavitation number
1
a =
(p.-pc)/(7 pU2), where p. and U are the pres-sures and velocity in the undisturbed flow well upstream of the body and p is the liquid density. Now, whilea
can be controlled through p. and U, in some experimental circumstances it is of greater convenience to alter pc through the introduction of air or othergas into the cavity through the base of the body. This
Numbers in brackets designate References at the end
of the paper.
In this paper the References are used directly as
widely as possible. In this case the corresponding part will be put within quotation marks. Different notations and the special case under consideration make some changes and adjustments necessary.
1
12
reduces a, and a so-called ventilated cavity will result when the air supply rate Q is large enough to reduce a to the cavitation point.
The relationship between Q, a and av - the natu-ral cavitation number before cavitation - has been
examined in an extensive set of experiments by Silberman & Song. However, for a critical value of a/av below
0.2 the ventilated cavity starts to vibrate violently, changing its length and width periodically, and the cavity pressure pc
oscillates about p, which
denotes the mean value. The re-entrant jet is com-pletely suppressed during that part of the cycle in which the cavity length is a maximum. Further increase in Q has no immediate effect on a/av; the oscillations become more violent, but their frequency remains
con-stant. However, when a still higher value of Q is
achieved, the cavity quickly inceases in average length and pressure, and a/av suddenly drops. The new cavity vibrates less vigorously than the first, and its surface now carries a wave-form of two wave-lengths that is convected downstream with the local stream velocity
qc = UT/TTU (U is assumed to be constant).
The key to the phenomenon just described lies in the way that vibrating cavities part with their cavity air. Steady entrainment no longer occurs, but is replaced by a fission in which the last wave is periodically pinched off at a time when the cavity pressure is too low to sustain a cavity of greater than average length."
The flow around a cavitating propeller blade section behind a ship hull has some similar features. For example the cavity number changes as a function of the angular position of the blade section. Thus a two-dimensional foil with a changing cavitation number could simulate the time dependent variable immersion of a propeller blade section.
This simulating model will be investigated in the present
paper. The essential assumption now is, that the cavities
part with their cavity air by the same mechanism as de-scribed above. In this initial survey the emphasis will be on the formulation of the problem, and on appraising the mathematical feasibility of the solution. To simplify the mathematics only the flat plate section is considered. The approach can be extended to other unsteady cavity problemS One straightforward application would be a hydrofoil in a seaway.
Figures 1 and 2 depict four stages in a complete cycle for the three-stage cavity. This three-stage model is adopted from Ref. /17/. The main differences are, that according to experimental observations, the slope of the cavity surface on the pressure side, u2, is always zero. Also the time scale in Figs. 1 and 2 is defined differently
{by Eq. (2.12)}. The mean velocity over the cavity, cic0' is, as usual, given by
1 2
r
=qcO/U
=Ir-770'
(50 =(P,o-Pc0)/(7 PU )'
After pointing out these differences, full use can again be made of Ref. /17. pp. 439...440/:
"The process shown in Figs. 1 and 2 is an idealization
based on the description given by Silberman & Song. At
u1 = 0, when the last wave is just pinched off, the re-entrant jet commences strongly, shooting water into the cavity at such a rate that the air supplied by the body together with this water is more than sufficient to keep pace with the expansion of the cavity caused by the convection downstream of the next wave. The result is that the cavity pressure increases steadily from the low value it achieved on the previous cycle to a maximum
at T = 2/6, at which stage the re-entrant jet is considerably weakened and the air-water foam is being
14
removed by entrainment just as in steady flow. Now the continuing lengthening of the cavity occurs with very little new water being added to it, so that the pressure
falls. This reduced pressure decrees a narrower and
shorter cavity - a consequence of the usual steady-state theory - and this is achieved by a repetition of the pinching-off process. The cycle then repeats.
Also shown in Fig. 2 is the dependence on T of uC' the slope of the cavity suction-side surface at the section C1-C2.3 The logging of
(1c-pc0) behind u by 900 is an important experimental result, and supports the only phenomenological element we shall introduce into the theory. One minor point is that, as shown in the figure, we have chosen as the reference length X not the mean cavity length but the shortest length in the cycle. The reason is that Silberman & Song found experimentally that the minimum length is closest to the length found for non-vibrating cavities at the same value of a."
In the present case the cavity pressure is a time-de-pendent function given by
jv t
(1.2)
PC 1. c0 + pcwe 2
where v is the real frequency in radians per second. This frequency is the same as the first harmonic of the wake variation. The corresponding cavitation number is
(1.3) a = iv t -Pc0 -pcwe P T---T-pU2 7 pU
7
ivnt
-
a, + a e U 3When used as subscripts capital letters refer to positions given in the figures.
where a is the complex amplitude, and p is the fluid density. In this way the effect of the angular position of the blade section is simulated. Now the "air supply rate" is not known beforehand, but it is to be determined as part of the solution. A non-zero air supply rate implies that the cavity is not closed. The mathematical reasoning of this point of view is as follows /10, p. 134/:
"In problems involving a free surface, cavity-closure conditions are usually not employed, undoubtedly because of the difficulty of applying them."
Problems dealing with foils beneath a free surface are usually treated by applying Tulin's double spiral vortex termination concept /15, p. 21/, /14/, /11/. The double spiral vortex model and Woods' approach have some common features /10, p. 131/:
"The free streamlines bounding the cavity end in a pair of double-spiral vortices. ... There the flow speed discontinuously jumps from the cavity-free-streamline speed qc to the undisturbed speed. U."
This jump of velocity is also included in Fig. 3 of Ref. /17, p. 441/. Further the solution space in the paper of Woods /17/ is a simply connected region /15, p. 21/. The present approach differs from Tulin's double spiral vortex in one respect. The boundary conditions are defined in such a way that no net force is left over to act on the wake /4, p. 39/, /5, p. 345/.
The obtain a solution some unknown parameters must be included in the equations. One of them is the "air supply rate" just mentioned. All these parameters are fully
determined by the boundary conditions. Then the solution gives the length of the cavity, and the pressure fluctua-tions on the foil. A complete evaluation of the present
neW y of 'attacking the problem. is only posib1e by
,
2. THE BOUNDARY VALUE PROBLEM
The physical model of the flow is depicted in Fig. 3. The free, surfaces
S1C1 and S2C2 are at a constant pres-sure at a given instant of time, with subscripts 1 and 2 referring to the suction and pressure sides of the foil or wake respectively. In unsteady flow they are composed of material lines rather than streamlines /18, p. 125/.
At this stage the following restrictions must be imposed on the model and the
solution:-The free sUrfaces are assumed to be stream surfaces. The solution is meaningful, i.e., excepting the region of spiral vortices, it is only singly covered. The
streamlines, cannot cross each other /15, p. 24/.
ay (defined by Eq. (2.3)) is assumed to be small. In Chapter 5 it will prove nedessary to neglect second order unsteady components.
The present problem will be treated by extending the results of Woods /17/.../21/. In the following they will be drawn on as widely as possible. Ref. /7/ is another example of such an extension.
"Let
a
denote the flow direction relative to the Ox-axis, the direction of the flow at infinity.; then in the steady flow the value of 0 on the streamline joining the rear of the cavity C1 to k = co, say ul,will be zero; but in the unsteady flow 01 need not be zero (see Fig. 3). The function 01(5), whei,e s is distance measured along a streamline, is introduced to account for the unsteady component of the wake- displace-ment thickness due to the convection of bubbles down-stream of
C1' While the underlying steady stream of
bubbles will displace streamlines outwards, it will not contribute to
u1" One restriction must e imposed on 1' namely that the total volume of the cavity, and the
18
perturbation volume in the wake, must, at most, increase at a constant rate. This means that the source at infinity will be time-independent, as required by the theorem analogous to Helmholtzis.theorem on conservation of circulation. Without this restriction the pressure at inifinity is unbounded. Hence the perturbation in the sum of the wake and cavity volumes is zero. Now the waves, or other perturbations in the wake, may be assumed to be convected downstream with velocity U
without any change of shape, apart from a possible decay in amplitude. Thus
(2.1) ul(s,t) = exp[ ci)/U),
-cu1(s-sC1)1111(sC1,t-(s-s
u2(s,t) = 0 (or eu2 >> 1),
C1 being the value of s at the cavity end C1 /17, p. 441/."
Later on it will be seen that the resulting problem can be formulated in a simple way, only if it is assumed that
Eu2
= m.
Hence the shorter notationeu1 =u is adopted.
"In addition to the restriction on 1)1 imposed by the
time independence of the sink at infinity, a singularity at
C1 is required in a model for the resonance shown in Fig. 1 /17, p. 441/. While C1 is a fixed point,
the cavity length is free to change by the introduction of ul. If there are no bubbles in the wake, ul will be localized near s = sC1' and in this case its effect can be incorporated in a singularity at Cl. The point
C1 is the point chosen to mark the change from one type of boundary condition to the other /17, p. 444/.
(2.2i) 2 = ln(U/q), i.e. q =
and
(2.2ii)
x = a + io =
ln(U[dz/dw1), i.e. Udz = eNdw,where w
= 0 + up
is the complex stream function and z = x + iy. In Eq. (2.2) w, not z, is chosen as the independent variable, so, in accordance with thelinearization mentioned above, w is the stream function of the mean steady flow /17, p. 441/."
Due to the asymmetry of the flow (and the existence of lift) the mixed boundary value problem must be defined and solved in coordinates used by Woods in Ref. /18, p. 126/. The frame and the independent variables are shown in Fig. 4.
"With the approximations at the beginning of this chapter, the curves AS1C1 and AS2C2 can be taken to lie on the streamline iP= 0 and so arrive at the w-plane. Because of circulation the points C1 and C2
do not correspond in the w-plane. The t..-plane is mapped
into the semi-infinite
strip
-Tr < r, 0< n <
= y + in)
by(2.3) w = 2a(cos a -cos(C+a )+(C+2a )sin a),
where w = 0, y = -2a defines the position of the front stagnation point A. The clockwise circulation is /4, p. 39/
(2.4)
Oci - 0
C2 = ima sin ay.
The surfaces of the foil and cavity are mapped on to
n = 0, while the trailing edge streamlire CiD1. is mapped on to the curve nsin a + sinh n sin(y+a ) = 0.
CurveS lie close to y pr., so thaOhebOuildarY conditions on C1D1:, can be.:applied..on y-=
Little terror /1.8, p, 126/,"
:7./*
assumption :of a, constant cavity length' isconsidere.0. . as-a-justification-for-takingS1 j.,:.and,-,(§2,
as
tine-inde-,-pendent:y This iS-_-thephysical reasoning,.thar the SO=Called.
--.1"mappAngapprOximation" of Ref. /21.,-p.17/ cah.be 4plied in the present case The mapping approximatiOn7is
, _
-can be IT..eplacedHby , where thesubscriW {q} J-cefers-. to the-mcan-stcadY' value. The mean value of the independenr variable w onAthe cavity surface is
:Later on, when changing Variables] this formula
useful.
,
The presSur-e is. given by the Bernoulli equation. . i.e.
2 22 +.1 2 1
(2,6)-:' P L
OT
1)0-pcio ,= p4:3
(2.6) thc'integ-ration has
beenperformed-along:.:2'4;-="
,-from = /17,,.p. A42/. On.
the
cavity surface one has(a+1)
Denoting
=- dO qcods = rUds.
c2-q ' -2cCW
and with* instantaneous constant presSure within the
--, '., -.- ' ,...,. .,,.
caviti-;the differenLiation of the linearized Bernoulli
.. - ., eAUatiOn
lea:ds
7.6/.19, p, 1-1.591.' : , .., (2.8ii)7-- {q2,G } + {G } = D a. do ou c 3t c 0and on integration
1 1
(2.9) Gc1(00't) = Gc1(0S1,0't 2 0 + 2 0S1,0)
qc0 4c0
on the free surface,
Gc1(00't) = 0 otherwise.
A similar expression is valid for Gc2. Changing variables (Eq. (2.5)) Eq. (2.1) takes the equivalent form
1 (2.10) u1(00,t) = exp[-e0(.0-(PC1 ,0) 11)1 (4)C1 ,O't 7(410-4'C1,0)) on the wake, u1(0 0't) = 0 otherwise, where
1/esubscript is the damping length.
The independent variables
(2.11)
will also be needed in Chapter 5. Defining "reduced" time scales
, 2
'cic0 (2.12i) T
1 °CIO -4)S1,0
and the variables
, 2 'cic0
t, T,
t, 4.C2 ,0 CPS2,0 (2.1211) qi = T1/r2, .72 = 2/r2, 31 = a2 = 72-E2+1, Eq. (2.9) becomes (2.13) G01(C1,T1) = Gc1(-1,Ti-C
-1) on the cavity. E = 1(0
1,0-1(0
2 C1,0 1 +0S1,0))/(1(0 2 C1,0 1 -0 S1,0)), E2 =(0
2,0 --402 C2,0+0S2,0))/( 2 C2,0-0S2,0)) ,:Eq. .(2.10) can be expressed in the same,wa
0.110=
.1- 1! A'...1
,on
the_wake.." The difference.14C.1,07.S1,01
(2°15), - 4)S1 0 a0{cos a' 4:dos. SiMilar. formulae-., G- Q - 0 forv,=
1i2,. wv .1.1v w0v . and (2.16i1) l'w0v.{U2Gwv} :lt(Gwv)-The-,,..subscript (2.14)yields
In :the.ma(hematical model described
- ,
:1-41-'1he example under investigat..icri:(defined'bY.Eqs,:.
..(1'.2).and(1l.'3)4111o1-4ons of long duration are treated...c
A redaced frcquency. .
.1.8)"
'
sin y san
ayo+
(777YS1),c/y0Y: exist
-also in the
wake,
-iaobtained.from:EA.
refers to the wake. Comparison.with Eq. ,
characterizes the flow.
After these preliminaries the boundary conditions for x as an analytic function of are written down sepa-rately for the steady flow and the superimposed unsteady
part. The subscript {b} refers to the boundary and {w}
to the unsteady part. The two boundary conditions are
(2.20)
nbO(Y) = ln(1+a0), in < y <1S2' YS1 < Y n = 0,
0b0 + 7TU(y+2ay0), in Y.S2 < Y < YS1' n = 02
where
U(y+2ay0) is the unit function,
lim x(Yin) = 0, -to 0(+7+in) = 0, 0 < n < c°, e(-n+in) = 0, 0 < n < 02, = 0, 0 < n
< w,
sgTr+in) 0, 0 < n < n+inf dz = i(the width of the steady wake} = iywo,
11+:in r+indw df c141 = "C1,0c/IC2,01 -n+in and (2.21) 1
10
ejwcT1 bw a (i) = , in < Y < YS2' YS1 < Y < 2 1+a 0 where a = -cwp /{-2 pU2 }, n = 0,lim'O'.:(+Tr+in)..='.0'
r14.-(-7r+in) =:
w
(+n+in) - 0 .(-ii l.in)
_7r+in:._-dz = 0, 0 24 0, 0, n <-sink at.
infinity:-(.66
Nyd
respectively /18,
P.
126/._In'thO,abOVe; Q represents, the
a known function of y.
is 4 known funCtion of y. The Cbw is a Carrec-ion term -due'tO,iWmavement of the stagnation point which is
initially unknown /21, p, 163/. Condition (iii) follows
--frOm-,the:chOsen.values, of q,, U
and 0;=0
The.
-m4theMaticalmodel assumes that no timedependent.-.Sinki exists it infinny (iv):.
Kelvin's CirculOtionjhe4ean=':'
"
car-not be applied directly t6 the present problem as the tdke 'prelUdes 'contours enclosiqg the obstacle. For the-iun,
In(ii) - 1:).0
steady increment the following consideration is. valid. The flow into the wake is replaced by a distribution of steady sources and vortices such that the shape of the free stream-lines for the basic steady flow is preserved (v) /21, p.
159/. The slope of the cavity surface was discussed when
writing down in Eq. (2.1)(vi). In (vii) the unsteadiness causes vorticity of fluctuating strength to be shed from points el and C2. The mathematical model assumes a finite wake thickness (viii). In (ix) a difference in 0
at the end of cavity ensures that noi Zet force is left over to act on the wake /4, p. 39/.
"The point r has to move with the fluid if the
right-hand side is to be independent of time. If (ix) is to be satisfied it is necessary to assume that
-i(v+a ) i(44a ) dw 1 (2.22) - iae Y -271(4)C1-4)C2)-10
iae 5
5 + 0(Qe12i9at infinity, i.e. near C
= im.
When Q = 0, Eq. (2.22) is in agreement with Eq, (2.3) and if it is assumed that the relation between the z- and C-planes is exactly as indicated in Fig. 4, the approximation of replacing material lines by free streamlines is equivalent to neglecting the effect of Q on the form of Eq. (2.3) takes on n = 0, or on /18, pp. 127...128/(2.23) 0 = 2afcos a -cos(y+a )+(y+2a )sin /
In general 0 will depend rather weakly on Q, and the theory to be given below neglects this dependence."
26
"T,HM :SOLUTION TO THE BOUNDARY VALUE PROBLEM
.1.1* .solution to the boundary value 'problem :defined
by
the boundary ..Conditions Si ) ,:
(ii)
,
(vi), and (vii) is. obtained by extending the equations derived by Woods , /19,pp. 126;' 131, 148.. :1.:5.21, and it 'is . 1 1- S1 . cot7(y-C) 3.1). - '.F(C) 1:: .1..4 -0 (y) . , dy ..-. . 27 cos7-S Y S2 F(Y)P. -Y . , 2 1 1 b(Y)E(Y)cos7.- y cot-2(y-C)dy1 AO(n)cosh- { S r Re(---)
f
2-cosh fl + cos C )AQ(n)cOs4
nim()F(
jig sinh Re(
Jjdn
0 cosh
n+ cos
FSin)
'Z Is a mathematical abbreviation. The
complifcated'.funb-.Lions
appearing in-the last two integrals are very_di
Efi'CUlt:'
to
-develop ; The calculation can be performed onlynumeri-cally, And in the present _paper. it is ' not . However,,
in 5 the integrals will be expanded asymptotically to treat a simple
'sp''eCial
example.a
-where S2 ' , 2 1 cosh (-TO si.nh ( (3.2) X(4) 2frT. cos ,-cosec-(y--,,r
0:(y5- 2cos-ft.
YE2, ,',F(y)' 1
f
ab_(Y)EQ)cosec-2-y-C)dy,'
t ' Al2(n) Re , [2cdSh,-TTi + cosh n +cos 4 . dy sinlY (3.3) E- fb
TTY-- (y) 2 dy. - (y)E(:)sin- y dy
k e
66)
d 1 cosh2(-fn) .
Im 1fr'ir3-1
Sinh(--n) 2 ni(frr7.9 1 )Eq.. (3.1 ).1shoWt that,
unless
ie±'o, there is asingularity at t fr
In order that the Solution (3.1) is valid, the
,
1 2 1
-.2cos--'4,doSh (-n)
-17 1
(cosh n +cos Osinh---. 2 n
+ 7
ACI(9) n 0 n+cos . -- 1 coSh(-n)
1 \id 2 2(cod,h n
+coS .c)sinh-fncon-YS1 coslY
2 1
(3.N.) .
f
(y) dyf
ak(y)E(Y)cos,y dyb F
b 2
mu4t .1?0 Satisfied. ThiS, formula is when the ,real
.constant K of Ref. /19, p 151/'1S- determined. - The two
-equations ,defining : K satisfy boundary '.'condition
Together 'Cgs. (3.3) and (3;41) lead to
ST' , 2 -11 °b 177-77 dy
-f
b(y)E(y)e,
S2 . . ,LiPapding:
Eq. (3.2) in obseryi -(3.5): resultf
AS/(r) )cosh n Re(FT13-77)dn2 ' 0
f
2,(n)cosh n1417-7
-2 ln.)dn
r
1 0-+ f All(n)cosh
0f
.60(n)cosh-2 0. n[i 28 sinh cosh n--1 sinh n cosh n-m(YtTiTY).1(411-711)idn'-series in exp(iC), and
.3 .3 s 1 AY b dYE())/lb(1)e F e e -17y. , b ' -1(S2
11
1 coshn(AS2(n)Re(--7-).--t) PO(n)lir(=c))[-1-2coshn] , 2 rkin) , 2,1 , cosh(11-cos Ike )
d is r(4)(n)Re( _
AO(n)Im(Fk),-))[cos e- 2f3-1+4cos-h2nin and
(3.8) N
rYS1 eb(Y) -i4),.
-in -i4y
.2C. 2 . I Che. F775-:( cos 1..t e e +e - ) YS2 ' .3 .5 --17Y -123
-1.re
+ f
dyE(y)C2b(y)(-cos 1.1 e e +e ") b dn, )I tc.-370-1 .ACI(n.)Re. co`sh12(ri) 1 . 1 ,-COS e213 -1+14coSii n + 2cosh'n (-1+cos e 13)}
-i.
However, in 016 :linearized theory no use ..made of Eq.... (3,..8
- After a change of .variables the steady boundary condi-"
tion
(viii) - isdw
.7., and observing Etis. (.2.4) and
(3.6:)--boundary
'condition "(1j,*),.. ytelc.is . (3.10). 2a sin a--9-
+ iae .1, ' 21T .AdditOniel
constraints result from .thefact
that thevelocity :` potential pust be continuous-. - On the 'basis of Fig (5)and Eqs ( 2. 2.ii ) and (2.5) one,.obtains.,
...
.(3.11i) + c :G = 1 0 . 2 U 7. a
+ cos (y2atcosa -cos.(y - -)+( y -
+2a .)Sina.l.
+17r . Si y
.117f 'cl4)-e*PtX(010:))v±.E.surface'
where c the distance of the stagnatidn Joint
frorn
'the ,half-chord, and .
(3.12)- LiwuJin a = 'MT Uc + 2a(-c6s(Y +P4')
, y y
+cg'y) (YS1- )sin
Eqs.(3.11) and (3.12) are the connection between the angular' positions in different co-ordihate frames.
4. STEADY CAVITATING FLOW
In this chapter the boundary conditions defined by Eqs. (2.20) are substituting in the solution formulae of Ch. 3.
Linearizing Eqs. (2.211) and (2.3) the cavity length could be estimated from
(4.1) 4a0 = u/T47071 1i.
According to experimental observations /17, p. 440/ for reference cavity length one should choose not the mean cavity length but the shortest length in the cycle, i.e.
(4.2) 4a0 = 1.4/14-a0+10 1 L.
The steady part of Eq. (2.4) is
(4.3)-
0C1,0 )C2,0 = 47aosin ayo.4
Substituting Eq. (3.3) in Eqs. (3.2) and (3.10) respectively yields YS1 sinly 2 (4.4) )0.12.0 -
F(0
2,f
1f
obo(y) dy cos- c y 2 S2 -f
(y)E(y)sin7ydyi b b0S11
cosec-(y-) ebo(Y) F(12() dy YS2 I 21)0 (y)E(y)cosec (y-Odyl, and ia y0 . (4.5) 1 e (Q +1[4) -4) ]) 0 C1,0 C2,0 2na0- The YST . 3
-1-y
..r.' -i-,.,f
0(y)-
dy + f cr':(y)E(Y)e.
`.-. d b0 F-77)- b0 Y b S2 yS1-y
1 n2f:
9(y)-4-7-(T), dy +
XS2 yw0ia
y0
a0steady part Of
yS04.6)
Eq... (3.1)
cos- y
2177- "
,. 32 (y )E('-ytake she form
. ,
The integrations included in the above 'forillulae ,result- in:
le'ngthy, expressions
.They are given in Appendix 'A 'for th'e
flat plate case.
The constraints of the system,
( 3.1,2Y and:
),
are now
.(L4:7)
Liird sin
'y0
= rUc. + 2a0{7co's(ysi +
cps (ys2+ayo.) + (y
+f:-0150(y-)E(yfeos-4. y dy.
2a feosa
ta)+(y +2a .:)sina
1 a
10
yO, S2yu.
.yu
:U f clexp(X(4(W)))'
we e.surface'-2a I
a
-,-y0 S1+ay0)4(y
S1-+2a lsirks
y0 (:.;;8ii)" c(;b-)e..f do extili(
(1'1)
-)wetted.surface*
0
1..-changc.of varidbles and the el i min;it ion of
2a1S1
u r0 "
t.1
(sin[y+ot
,i+sin- a
c;'),dy.:.qtantitatieS-14)C1,0C2,0)-' /1'
a0
'4y0' aPF1 YwO there exist 1 seVeTI "ec19.1t4-0P.s ( 4 ) , (,Lf.'3) , :5) ('real and
imaginary parts (4.0), -(4:3 ) , and (4..9). There are two.
possible ways of assigning, values to. the,width of the steady wake. They are -diScussed by MiChel /11, p. 226/, and,
Tulin.
/15, p. 20/, respectively. For the .present,'ywo is considered a parameter only.The 'solution Of the equation :System. prOCeedS
E4s.;(.4.7) and .('4..9.), together result
in
(4:10) (27r-ysi )sin a + cos(y
-c°a(YS24.ay0,._ and (4.12), YS2 Y -r
e
(.0-PLY+ay +sin qThe 'substitution of the
special
values oft]e
ekample under - Contiderdtioninto
Eqs. (4,6) and (4.5) yields(4.11)1 ln(1+a0)sin (3- a cos (3 - 2arctan cos (3
n ta0 v a0} sin - 0 ,
f a0 ia -y0 . (Q-u+14na-sin ayo )-27ra, , 7 0
io
-ie (2arCtan./f-77-
G e -/-cos
u e(10,
fireo(ft.o) f vrfr7-77 + 1nVt("-7-Tra°1(6.cos
.+
( cos.p)e -k'f" 1:Ef1-a.0: - ta0ra0
f- + (4+o, mop*id73 0 _
ra.0
.34 + if-2aGsin8-2arctanir----sin - ln(1+a0)cos 0 i-a0 f YwO iay0 1n1 tm° cos 13]) -Ifta0+Vf-a0 a0
The quantity QD (and simultaneously ywo) can be eliminated from the last equation, i.e.
(4.13) [2aG][ (-cos p sin213+sin a cos (3)sin ay0
+ (cos P cos2f3-sin2 a)cos ay0]
ii---[
I-a0 ][2(1-cos p)(sin28 sin
aO
-cos20 cos a )]Y YO
l+fi-a0
[ 2arctaniF71---]v a0 I(-cos p sin213+sin a cos (3)sin a YO f
a ] + [ ta0ir;:--v a0 ]
y0 2
fi-a0-(fta0
[2(1+cos 11)(cos2a sin ay +sin20 cos ay0)]
f
-VT----+ [in{ ta° i-a°11I({6 -cosp -cos201+cos2p'sin lay0 f
tao i-a0
( {6-cos P}{-sin2(3}-cos 0 sin a)cos ay°]
+ [ln(1+a0 )][(cos p(-cos213)+cos2 a)sin
ay0
(cos p(-sin28)-sin 0 cos a)cos a10] = -4sin a10. At this stage one has three equations to determine the three
anglesY
, ay0v and . To evaluate the integral in Eq.
S2
(4.10)
sur,0 is obtained from Eqs. (3.2) and (3.3) as Q
1S2 .{sin[y+ay0]+sin F(y)fysur,0 1 ln(1+a ) (4.14) asur,0 1 2 0 cos( -y) 2 sin-(y +2c* . 1 )sinT(y-yS2) + 2 artanh . 1 . 1
sin -(-2a -y )sin-(y -y)
2 y0 S2 2 S1 for y <
-2ayO'
F(Y)fysur,0 1 ln(1+a) sur,0 1 2cos(r)
1 . 1sin-(yS1 +2ay02 )sin-(Y-YS2)2
+ 2 arcoth
1 . 1
sin7(-2ay0-yS2)sin-2(yS1 -y)
for y > -2ay0,
where
= aGsin + arctan 1/Y7F;-0. sin 0 (4.15) fysur,0 -11----+
in
f ta0 1-a01 1 cosa+ 7
ln(1+a0)cos 0. 2 f +/F7=7-ta0 v a0Expanding the integrand as a Taylor series leads to
Ysi
a
0(4.16)
f
e sur, (sin[y+ay0+sin ayo)dy-2(a10]
f
1f1+ui.(1+u)/F\f
riiir=A1 u
k1-u)k
1 ) Ysur,011S2 0 cos -y2 YS1 y0 ' J }d, r 1
f1+vi11+v\
11-v k1-v)
1S2(11/2_
1 )rysur,Olfsin[Y+ay0 ]+sin ayoldy,cos y
wh'ere
. . ,
Wheni performing the detailed
calculati-onS
u and v are:
found - to. be "suitable new variables:,. ',The reS-ultiLg.
cxbreSSion
eis very lengthy, and it is given in Appendix B. 36 . 1 ) Ysin-(1, 2L. '1
0.18i) [1611+o p)A-L
2 a -.0 . +7.41---Llicos2(190-sin2(11j) -iTIH7171.' - - .
21[In6+a
M.-cos-10
[G-a 1(2sin-10)12 , - 2
' 2
--1: 541.Pi/TETI-Tr] + 63[2(2-cos
3sin iw6i75-771
'an:1 on pcgTeCting second order contributions,
ln(11-a0)'Nsin-0-+ u1-24i.1] - 6
2 G
- 1
' .VT1777,
:
are i
trod
uced /18; p. 133/ . In t tie co-fit inuation it mist,:1?e,..a,psumerd tha < 1 and 62 <, Etr.;' (4.11)
rakes
.form :solution :through iteration new io facilitate the
Similarly, after the substitution of the new variables, Eqs. (4.13) and (4.10) are
1 1
(4.19) 4(62_i2)) + 2aG[cos2 p +-cos
II--2]
2 2
1
+ ln(1+cr0)[sin p cos p+ - sinII]
2
1 1
+ 6[2)/-2 {2cos2 - -cos I,- -}
2 2 2
1 r 1
-
217-47-174 t-2sin P cos p + (6 - 7)sinP 1+ aG[0(62) + 0002)] + ln(1+00)[0(62)] + 0(53
and
(4.20) r(2sin2p) = (1-cos p) + 0(6) + 0(62) + 0(02).
Thus the approximate steady solution (Eqs. (4.18)...(4.20)) has been reduced to a suitable form for iteration. For long cavities
(00
<< 1) the derivation would be notably shorter.5.
UNSTEADY CAVITATING FLOWIn.thisiohapter the steady state solution is subtracted from he complete solution given in Ch 3.:. The treatment of the unsteady part is -Very simple, provided their second. -..Order contributions are neglected;
At first, the .functions AO
':-and. tar:
needbe developed.The-deriVation of AOw follows Ref. /17913P:
452...454/--vei:y"cloSely.
"j_et A
be the rate at whiCh theunteady componentofcaVity volume is passing'intdcthe wake.'
Then.
-- f
u dx, as4/4x,
fl,whereyc:is the unsteady_ingrementtO::the:,dis,place-ment thickness at
C1 (see Fig 5) Thus E.q:,
)pecOmes
!
(5. Udy )
Let-,.V(y denote the cavitY:y0lame., Tbe_consel^Vation of -volume requires that -17/ The hypothesis to
be adopted is that a functiohal_relation!exists, between.:
.
-V.(T 42) and the pressure increment
'c
a
pcwekpfjW,ctil. The time delay,is:-introduced on the
-reaSbnable.assumption that V 'cannot respond to
pressure 'change immediately, Wait for
reaction ,ofthe re-entrant jeta:t'iC id Modify the flux'
of
bubblesinto
thewake.-, .
The problem is to find' the relation between- V(t--1:2)
(5.6) (5.3)
T('14.2) = -Quc(T1+2) - k P(rU)2{pC(T1)-pc0}
where k is an empirical constant. Hence
(5.4) k
{D (T
)-D0
-c 1 .c P(rU) 14-2 = (0-0
)f
u(1,
2 C1,0 S1,0 1' -,7- 1'and on transforming this with respect to
Ti,
one obtains(5.5) k 2{U9.1 L(Pc(T1)-Pc0 P(rU)2 (.C1,0-(PS1,0) 2 2p
_rpe
"u),
2 p C r P*EUT and i(Pc(T1)-Pc0) pew-41-
PIn the above u denotes U(x)u1 (1 x)" and L refers to the two-sided Laplace transform /3/.
As u is generated at C1' and must have a phase fixed in relation to the waves incident on
C1 from the cavity and independent of wc, it is necessary to write jw,(t1-2)
(57)
u = u e C -C and hence -j 2w (5.8)L(0cC
) =ue
cP
P-34)COnce. u
ie
known, the 2.14 )
" wherer(-1)
jw 1J cg T UT e C e u 1original, function can. be deduced
k2[141i5 ljw _ +72},,
[ ---2-:- .2i: . _....
P(rU) (ED - - 9
.C1,,,07 sf; 9) : ..
2sinh
(7) cos alro
t
s2n+-jw 12r
f, E f _ ccosayo+cosy S1C°Srly0SinS1inCL 0 (1T.YS ) [2r2f +21. 22n s 2nDue to the;a:ingularity, at the end of he
caVitY,'
thevalUes
of
-.a.-ithe
ipoint areunknown'
quantit
'They:are
=jw T (5.".11)("2
n '
1 .wcv
,ci
-e..j14 T-,c. 1 wC2 =C2 j'cocTf.0.1214,?i).2 = e 1,W220_¼23
-C2.111.47 ricl.; S102 are determined by the boundary conditions
,inRef':. i'li./
equivalent terms do not apiDe'ar:....at4.1ithey
.cancel each other '.because Of .symmetrY.'
l'he difference A(/' isobtained' in7 a.:,.
milar Way.. .' w :
strength is given by jw Tl jw c
[-y2+r2]
(5.12)wl(n'T1) =
e C -01 jwcTla -jwr2fs2n, = e -C1e jW T -jw r2f(5.13)w2(n'1) = e
c 1 C2e c s2n2 -where . 2 1 2sinh (7n)cosayo s2n2cosay0+cosy31 cosay0-sinyS1 sina +(n-y )sina
y0 S1 10
{cosay0+cosyS2cosay0 -sinyS2sinay0+(-n-yS2)sinay0}2 and
(5.14) aw(n,ti) = Quo(n,T,I) - Qw2(n,T1).
Now the unsteady boundary conditions, defined by Eqs. (2.21), can be written down in greater detail as
(5.15)
a
--CU WCT1
(i)
2bw(y) = 2 1+a0
(ii) Obw = n in -2a < y < ayo, n = 0,
Obw = 0
in -n < y <
-2a1, -2 YO< y <n,
n = 0, where ay = ay0 + ceywexp(jwcti ,, 2, . r2{1.11013 fjw ir J] jw T., -2r2cuTf Aew(n) cw c UT e C e -s2ne-jwcf22n 2 p(rU) 4C1,0-(I)S1,0)
_w
wcrlia
eAr2f
c s2n_sl e-jWcr2fs2n2]aw(n) =e
-C1 -C2 2
in
-"Y<YS2' YSl<Y<n'
or -(vi) " and ... (5.18). respectively, 0a
(n)
= AO e-ajetl
jw -(vii),w(n)
.A0 eAnalogodslY: to Eqs. (I.?)
iwc:T1 ,..(5,1 6) a +."a.,
a
, ^1.13 jv T.
c: .. , .-- + a e y0 -yw a,.where:-and a
are the UnknOwn unsteady cOmponentS:. _ _ ,_ . Then .the,).unknown :quantities! .(k;'.
cut '.:1/to'.7n2C1 a and'
). are to be determined:: Both the steady and
the
-.Unsteady boundary ,conditions are subsiitUtedin-qqs.
) , (.3 1 1 ). and ' (.3 . 1 21. After the subtractiOn of 'the.
, , . , . .
,etc:ady-
pari,
the. unsteady contributions of.,:tqs. (3.10) and
-'Jr(
3:12)
are left, and they areuc
]
2
iT747
0-simys2+ay0)
+ (-21T+yThe substitution of Eq. (5..18). in ( 3.11 )=-Yields,'
,
respec tdvely..
(.5;1:6 ) IsinKY - .siray +a ).,4 (.. 27+y - - )bosa
Ysi
/T0
TE- f sur,0(coely+a, yoj+cos a10)dyl YS2 1 . Ew r Lcos(yS1+ay0) - cosO( +a ) - 2 1+a S2 y0 0(-2"YS1 -Ys2)sin ayo]
Appendix C contains some of the formulae needed in the detailed calculations.
For y >-2aYO -Oswf is obtained in the same way as is shown in Eq. (4.16). Substituting Appendix C into Eqs. (3.4) and (3.7) leads to (5.21) (a e waT1) -271-cos aYO -Yw 1
Ain(aYO
+lyS1 )sin(-ay0--fyS2)2jw T
(e
a C 1) nsin B / -41) +f
AS1 (n)cosh.712-n Re(13.n)f . )dnT
(1+a ) 0 0 where (5.20) /1-TETI fS-2sw + a + (1 + for y YS1f
YS2 a ( fasw(sin[y+a10+sin 1 ayo)dy, (1+11\ (1+4F(y), 1_u"
i
+cos8>1 k1 ysur,o cos-y 2 0 (1+u) F(Y) 2(1+a 0 0 -sin a1 u F(y) Si"in(ay01-2-Y )sin(-ay0-21s2) ( d (1+u(a1)))f)
ki-u) cosr ay ay0 Ysur,0kdaykl-u(ay)Il co1 s -y 2 < -2ay0.44
dn
f
pO(n)cosh .21 n .0 jW T _ (5.22) (a e c1)
271 {cos(a -20) 1 1 y0/sin(a +-y -)sin(-a --y
y0 2 S1 y0 2 S2
,
I:firsin(ay0 2+11 )siii( -a -1y-A'--8tih3O'sin(a +5)
s1
- 2cos u'cos3
cos(0
ct I:13) + i[gin(a -20)y0 1
0+7YS1)sin(7c-1YD7
--+- 2cos ii sin36 cos(a
+OA}
y0 3wcT1 ir cosy
(0
e )--13+3.cos3_13)
(sin3 1+a°ika
iwbT1"
e ) Jr.coss.,1+a'
- 314c 1 e ) 0 Yw 2.7sin a YO 1 1 s y02yS1in-1(a +- )sin( -ay
2 0-7. S2 ) ,6,55(n) ! - f AO(n) 0 cosh-1nsinh2 n cosh rii-1". 1 . cosh- n sinh n cosh n-1 AG( nMir(F73-54.1-))dr1 ,52(1)Im(yijitit):A!:-)]-8cos313
sin(ay0
+$) , f cosh-Tn.(-1-2cosh -Ftan) 1 w!+If
4- (1. 2C-oqn 0sinh.1
n: n)Re.(mym
Formulae (5.21) and (5.22) contain six equations to deter-mine the six unknowns k, CUTS 0-1C' and
-2C' The integ-rations can only be performed numerically, and this is not done in this preliminary investigation.
The quantities k and styr might form a basis for estimating the stability of the cavity. A comparison with experimental results could prove that there exist limiting values of these two parameters, beyOng_which the cavity will collapse. Another approach to the- stability of a
cavity is given in Ref. /3/.
However, the case. when we approachesi infinity, can be attacked easily. The integrals are expanded asymptoti-cally, and only the first terms are considered.
Eq.
(5.21)and the second part of
Eq.
(5A2) take the form--2ncos ay0
(5,231) + a usin0
Ye / -
w TTTY-7
0isin(a )sin(-a --y )
y0 2 S1 y0 2 S2 jwcr2fs2n
+4
coshin[-C10 e-2 0 -jecF2fs2n2]. ( 1 0 e -- -C2 xe T7-377)dn 1 k2fU2}pcwf jwc+cutir2 )f
cosh7n[ -2 0P(rU) -(0-0
C1 0 S1 0 - r e f -jW fe
UT s2ne c -22n T ( 1 '111777
0, 2u(5.23ii) a
Ye,
1 in(a --213)1 l' Y
isin(a0
+ly2 S1)si. y0n(-a -.yS2 )z1 1
../..,.purts an
+ 2cos u sin3I3 cos (a +8)} ncos cos313
-w (1+a ) 2nsin a =_.ncos 0 YO yw
, YOfww
+i
( + a +11St )sin(-ay0 -lyS2 )2 2 . . ,2,1 , 2f
2cosh .cosh %.70./ - , -C1 - e 0 sinh -where -jw c. 0 171-07...(5.25)
k = 0, and .(5.26) {f }p p.3.4 c 1+cos 1r 3 1j' 1-= -rC2. 2r 2j* , In the above f-that .,depend only on the
46 s2n21- ( -1 ) Im
TurTy
+e
./7)- icos207.cos c--VT VT-11,1{1"+cosy0' r IPCW{iwc+cutir211e-jwcf2 rk2{Ult P(i-4-1). (SC1;071,0)Applying. ,Tq . (.6.1,5) of Ref.
/2, 'rp.
220/ apd:°11'. ./"Vj:11g.1 g
= {Q.:--11+cosy]12-3 - irr .S2
-is a known funCtion containin_terms
If one wants to discuss Q and . 0 separately, .a higher )
- :Order expansion of the integrals or
numericapt,bach:-.
-..Wbuld be' necessary.
-The fact. that 1( =0,
Seerils:t
p be idhysi.Cally. feasible,wnen w6 is approaching
infinity..
- -.Observing
t4. (2.7)
the pressure 'difference, becomes DRAG AND LIFTepressureson the wetted surface, and on the
]
ofithe'joiI are Obtained from
.2 alOsur-P.Sur +-7,Pqsur P arid 4848 1 2
a0c
1-7
Pqc P 3t poo7
P P sur 2 30sur - _ = r_ 2 2 '-7
U2,.--Thelorce coefficient per unit length of the
foil
ia (6.3) t C =T-1'7 f
(1361a 2 Substituting; equation sun2Aisin(y+a )+sin a = de,
Y Y
Eq,,i(6-.2) into Eq. (6.3') gives
2a
Ysi
'acti= (1ia Y=-
f 2 -sur.D G cUysa
a
(I+a).esu r-e sur)fsin(Yta.)+sin
4 My'
Y y
within the linearized approximation,
3tdc-T1 + (y+2ay3)cos a,,]}= -2a . .sur. + -e ; 34sur . e jw
cti, {2a [cos- a, ,cooy+a, )
c -7=4.1 Yb TO .
ca-vits,
)sin a 2a a [sin
a9
4-sin(y+ )
Sin .a.lio)d (ces[y+a ...(sihEY4a Y dO/dt YS2, +_ sin a )dy.
.The.steudy component of the force' coeffrcient,is,
YB'r Q."
(6.3) '-iCD0 = (1-ia )
G - -cU ([14.061e P1/7.0
'---11.sur;0)
To evaluate Eq.-.(6.7) both
exp.(c sur0) and, expC--il
-,
7 are expanded as Taylor SerieS. The resulting
Idris:thy:
-expressions are giVen in Appendix B. .
-' Separating the unsteady bontribution:ofEq. 6.5) yields
iC = e c' 1 '63 EC -iC ] Lw Dw a L 0 abbreviation. . y 71,:c_11
f
-ell'''. 0 '2 dOidt,sin[y+a,0
.S1u
+. a.. ((l+a. )6 r,0_ . . -Y.B2 YS1l+coS
ayo: ).dy + j (,(1+:30)1a,sw-1(_)Qsw,)' 1S2. +iiri ay0)dyl, Sur.,0). .Where_ 1(-1)ilSili ' ._s_'en-expression similar, to. . (5.2_0, ..-At,tbisHinitial
stage.
of the exploratory survey, a detaii-ed.... calculation of Eq. .(..6'.0) would not increasejhe'physical
insight.-intOthe problem. Thus the integrationS are not 4eyelOped futher.,
CONCLUSION
Tie .!purpose of the riresent preliminary study was to
,_
..investigate the feasibility of a new way of formulating the boundary .conditions of
a
,cavitating foil in unsteady flow This aim hasbeew,SucdSS
f u 11k. accomplished . In the.case of !.,,,a1flat plate. the Solution obtained contains in the
main_ simple, but,lengthY algebra. The:complete mathematical
.eValUatiOn
of
the approadh"iS
only possible by applyingnumerical meth"Ods
-tghen, calculating .cavity induced pressures on near-by':
surfaceg, one of the key problems is to estimate floW conditions under which, the cavity bubble is likely to collapsS The present approach might be applied to this. problem as follows. It could well prove that some limiting values of the parameters and k exist, beyond which
- the cavity bubble will T8ollai5Se.
In the future this concept of formulating the boundary. conditions is to be 4-plied to several other Unsteady cavity
1
problemsr. The theme- Of.oneof the following papers will be
a. .cavitating hydrofoil in a,base flow thai',COntainS,:minor disturbances.
ACKNOWLEDGEMENTS
The author expresses his thanks to Professor V. Kosti-lainen for making available the facilities of the Ship
Laboratory of Helsinki University of Technology. Also my thanks are due to Miss E. Heap for correcting the English text of the manuscript, Mrs. I. Lauksio and Mrs. I. Halenius for the typing, and Mr. P. Tuovinen for drawing the figures. The financial support of the Academy of Finland has made the present study possible.
REFERENCES
_
Mechanics 71 (1975) 2, pp.,:9,39.:..35.9: . ' Gradshteyn I S & .Ryzhik
Series and Products. New York, Academic Press, 1965. -1086 pp.
Kelly H.R. , An Extension of the Woods Theory for
,
.Unsteady.
Cavity
Flows. Journal of Basic Engineering89 (1967) 4, pp. 789...806.
8 ' Knapp R & Daily J.W. & Hammitt F.G. Cavitatioh.
. New York; McGraw-Hill Book Company; 1970. '577 pp.
9 Kochin. N.E. & Kibel I.A.
& ,Roze N.V.,
-TheoreticalHydrOmechanics. London, In Cersc eno e Pub 1 shers ,, 1964.
577 pp
Larocic ,B.E. Id_ Street R.L. , A Non-Linear Solution for ,a Fully Cavitating Hydrofoil Beneath a Free Surface.
Journal of Ship Research 11 (1967) 2, pp. -131 :..139.
.11. .Michei, j .-M. , Wakes of Developed Cairities. Journal
of Ship' Research' 21 (1977) 4, pp.. 225.. :238.,
1 Abramowitz H. Stegun Handbook Of Mathematical
-Fuhctions.. New York, Dover -publications, 1970: 1046 't5p.
,
Handelsman Asymptotic Expansiona
New York, Holt ,'Rinehart and Winston,
4.26, pp_
-Brennen C 'Cavity Surface 'We've Patterns and General Appearance. Jdurnal of Fluid MedhahidS 44 . (1-970) ,
_Tp..33 49_
_
,ffuruy4 0,, Nonlinear Calculation of Arbitrary Shaped
'
SUppreayitating. Hydrofoils' Near' al,Free 'Surface,.. l'o-drhal.
of FlUid.Medhanics, 68 t19.75/. pp. 21.:,40..
Furuya,. O.,.
.Three-Dimensional Theory on SupercavitaiiPB Hydrofoils Near a Free SurfaCe. Journal of Fluid:_.12 Silberman E. & Song C.S., Instability of Ventilated Cavities. Journal of Ship Research 5 (1962) 1, pp. 13...33.
13 Song C.S., Pulsation of Ventilated Cavities. Journal of Ship Research 5 (1962) 4, pp. 8...20.
14 Street R.L. & Larock B.E., Two Models for Cavity Flow -A Theoretical Summary and -Applications. Journal of
Basic Engineering 90 (1968) 2, pp. 269...274.
15 Tulin M.P., Supercavitating Flows - Small Perturbation Theory. Journal of Ship Research 7 (1964) 3, pp.
16...37.
16 van der Pol B. & Bremer H., Operational Calculus Based on the Two-Sided Laplace Integral. Cambridge, Cambridge University Press, 1950. 409 pp.
17 Woods L.C., On the Instability of Ventilated Cavities. Journal of Fluid Mechanics 26 (1966) 3, pp. 437...457.
18 Woods L.C., On the Theory of Growing Cavities behind Hydrofoils. Journal of Fluid Mechanics 19 (1964) 1, pp. 124...136.
19 Woods L.C., The Theory of Subsonic Plane Flow. Cambridge, Cambridge University Press, 1961. 594 pp.
20 Woods L.C., Two-Dimensional Flow of a Compressible Fluid with Infinite Wakes. Proceedings of the Royal Society of London, Series A. 227 (1955) 1170, pp.
367...386.
21 Woods L.C., Unsteady Plane Flow Past Curved Obstacles with Infinite Wakes. Proceedings of the Royal Society, Series A. 229 (1955) 1177, pp. 152...180.
piPP,EN.OIX A Integrals for evaluating x , Taking _ and' 9LDO(Y"'-'3!.G 4 Tr14("2.y0-)
the integrations
in
Eqs. and (.4:5)7111(1+ao.)n cbs 8, 2 'EA:3)
f
c(y)E(y)e.dy =
[ (A.11.) ibo(y) = - ln(1+00), ' 1 (A.2)f
0(y)E(y)sin - y dy = b 2 1r-;(1+a ie-i0, .3 2 S.f
0(y)E(y)edy =o
b12*
cosII ie...
(A.5) 0 (v) 2 b(1.
'I
F(y) YS2 -1n(1+b0 ) irCOS-[1?-arctanVT;f703[-.2sin
Ciao
/175)]
cos
I/14-/
-7a0 f tan(-a ' Y )sin an( -a O)cosa
-Y dy =[Ira
areas
32,1
,(tan(-a )sina+cos0)21
fi-ao
= [-cos2(7p) +
sin t-p)2
tan(-ay0)cos B-sina)
.1
YS1 -3.7y
(A.6)
f
eb0(Y) eF(y) dY = Ina0][-2cos B + i2sin a] 1S2 In arctanifrol[-2cos a 4- i2sina]
[Tr 1nffta0I
;0HC:7(.
sin 0 + icos 0]kfta0
+ =[naGII
-2e -16 + In arctamq----/-a0][e-2 -i6]+ [n lnffta0
7 v5ii-°_1]
Ile 16],fta0
+ rfra0
.3 yS1-1-y
2 (A.7) I0b0(y)r(y)
dY = [naG][-2cospe-316] (A.8) YS2[n arctaniF7:p -2cos p e-3ia]
[n lnfta0 -
fr7c71,r
i(io-cos P)ie-3i6]fta0
+ 1-m0[Tr /F7-7Z
[2(1-cos p)e-3ia] I 1+fl-a0 ff----[ f ta0 rat)I[
2(1+cos p)ie -31a],
fra0-(fta0)2
F10 r
0(v,
E(Y)
1di = [- ln(1+a )]
2n ' bO''' 7 0 '
The two integrals
1S1
(g.1)
..ea
+sin 6 -sur,0(sinEyfq1+iti
: .appear.-frequently
,in-the,
derivations. 'When, Sxp(O . ) 3.-s. . , . sur,0
-expanded as Taylor series the expressions tor the
. ,
_ .
. . .
abbreviations
Isubc-1,ipt.,
are-asfollows-. . _
_.,
. . .-
. , °( B. 3){la
sin...(
+ 0a
)cos
yS arc
tanf
+cos P
1. 2 '1 sin '1(fSSsin
11 +4siny(-2ay
)c'os12 arctan, f
COS II/
SS /.141/,fss2sin;41 qCOS12-1 1.1A : ) + Ti S11171P +T.s 1 1-=if--2-sin-P-4-f -SS' --Z, SS
8F-(-41'.y {-COsly
rfsszcosr 1. 2cos: Sk 1 Cl4f '2cosu+f .cos -/ SS 2 SI
PPSir4(, ayo-IspCO3;
ys
1 j)]
-..1+}{1 sin _ 2 1 [cos- P 2 cr-1-sin2(1p) - SS 2
in;.
P21
2 cos (-2p ) _ 58("srs,
-SS 2cos )J cos cosTys2 . 1 1 1 2sin--(y a )cos-2 S1 +2 y0 2 1S2.1 1. Y -yS2)cos-y.2 S1 i - 1. ". 2cos P 1 - } { co s-Ty , 5 .. - . Co's--)% .,.2 S1 1 1+,/fss p
+fss
cos- I/ ln( -- 2sin2
(-2p ) 1 -P/T3;. 2sin- P7 +fSS . 1 sin-2 11 2 ,er2 arctan ,n-fss
cos 2 f 4 +(-sinl-p (1-f )+a--- 2cos2(1.))
, SS 2 SS SS 2 -2 't cos -2. (1+fss2cos fSS) _1
+
-}{i
-sn-(y
1 1 a)cs-
1}{cos-2-ysi
+ 2 2 S1+2 y o yS2 1 2cosP2 co s-,y z S2 1 ln( SS z 2sinw p
+1)
f
SS"IcS7:'2si44
+1.. + arctan{ _.1-12Co4p
SS -( -sin-p-( f -1 )+1/T-2cos - 2 SS SS -,cos-- p (14
f 2cos p +f
)-2 SS SS.
-sin -(-2aYO -yS2)coslyS12 Ifcos-/2 .
2 S2 . 2 sin p cos-,y z S1 + fSS(-1-2cos211 -cos p
co1
s-2 YSs-2)1 cos-2 YS1 -cos 11 +f(1-2cos211)
SSfarctan(sssiin ti pi\ + sin P
1+fSS 2cos P + f2 SS 1 1 1 Isin7(Ysi+2ayo)cosy ys2licos-Tysi flcos-Y cos p 2 S2 sin2p 1
cosesi
fccsin p 1 (""
cos 1.11 + ---(-1-2cos2p farctan1+f -cos p SS cosyyS2 SS fSS(1-2cos2p -fSS cos0)1
+ sin IIf2
+fSS 2cos + 1 SS 1 cos7Pfi + flf4F(-2ay0)co 1 sTYS1 (,1+/F--2sinlp+fSS 2 SSN . 1 1 inI+
sin-2141+ co ----7-T(7p))
s \1-1F--2sinlu+f / SS 2- SSrl-f
/r--(-cos +f I-1+sin20)1 (arctani SS 1.1.TrNi. SS P SSlri---2cos1-4.1SS 2
2)
sin P (1+fSS 2cos1-1 + f2 )SS _ +1-114F(-2c )cosl ircosTp/ 2
kl
1 +1 YO 2YS2J1 1 ) 4sin'(7p))1
, . 4 160 tf SS+ s 1+ 1 1.1( ink ' 2 u 1 4cos ' SS SS 2 VT:77-( - f+.2 .61"i1-21.c4:f co s 7p
Yr
t;(,.aretan[140
+ SS ;irTs2cos71.1-1 + fss) , (B. 5.). {I1"() =. [22.
sin..11,.sn ' 1 : :: '-._. -Ysui-, . Ct"-0 2 1 1 +i{cos--
ln( 2 2 s .4- 2',-:-i1.i(arctan ,. 2 [1-f SS , , _... rf---2coa SS , .f
liS2 sini
fir
+ arctan[ ...2 2 ..., 41T.3-2(..,' os7u ,...+cost.P lil - - SS
+I 1
(1 +),/,T2si.ril--11 + .- f)1
i: 1 21 -Cf-;2sin7 PL-J
! fSS -f s , . +F ( -2}(1-2cos
-+fs2s
,Co;
?(:13.0 1 +,/. -2s , 2 .1 ln( SS. 'SS) `.1./T"2cos-211 1 -.)/T-;2, sin711, ' 1-f SS, /17'..."cos,ss -.7
p :'-7772cos14t
1
2 [ - sin2 (
r )
(1-f s ) VT-2co s 2 ( ) in-2-1pSS 2. 2 1 + fSS 2cos p + f SS + f-F(-2ay0)/(-2cosP+fSS1)F--2
.1
ss sinn
1 2 ln( 1 1411---2sin-p 4f sin (.2-p ) . SS 2 SS) 1-14--2sini.p+f ir--coslu SS 2 SS SS 2-f -1 [ SS+n
(arctan /7-2cos-u]SS 41 2-1 (wp)(-1+fSS-z )+VI----2cos2(1P)sin.1P)SS 2 2 2 1 + fSS 2cos U + -fSS sinp(1-f2 cos p F(-'2YOa )1farctan[ SS sin p 2 cosp(1+ _ +f2 fSscosp
S 2 sin p cos p (-1+f, ) ," + sini(y +2a ) 2si
yo 1+fss2cos p + fs's f[2cos2(1p)sini p + 2 221
sin(701/
1-1-fSS 1+ E\ +[4s1n24p)co4
Itarctanl - J% 2 La--2cos1pj 2) cos p SS 7 ir--2(-cosP+fSS [-1+2sin2pl) 1 . 1 sin-(-2a -y ) 1 2 YO. S2 1 + fSS. 2cdsp + f2 SSf[21
.1
12cos (71)s1n-2.p + 1cos2 (TO] (1+1/7772.sini 2p +fSS\ ln 2sin7 p 1-/1-7-2sinlu+f -SS 2- S1S 2 1 , cos
(ri.
1 (1+iFTs-2sin-fSS\ 2 4-', lln 2sinl2 1-/F--2sinip+f SS 7 SSAPPENDIX C Integrals for evaluating )(to Taking (T = T1) a
jecT
1(C.1)
-
2 1+a 0the unsteady components are as follows:
.1
I abulE(y)sinv
dy = Stbal(2n cosa)
b .
0 JUST
(n cos
a),
1+a0
1
f
nbwE(y)cosTy dy = Obw(-2w sina)
a jw T (n sin 8), 1+ ao .3 .
-3ia
dy = Obe(-2n cos p ie ) (C.4)fbwE(y)e
2 0 jWCTw
(n cos p ie 1+00 -2a .1 y0-1y
1 2 (C:5) uf
rrTy e dy 2ajwcT 2Tr(-cos ay0 + i[-sin ay0])
= a e
Ye
2 clY .30 1 F(y) 2 (C.6) itf
dY -2a jwcT = a eYe
0/sin(a +-1 y )sin(-ay0-7yS2) y0 2 S1 1 2ff 11 1
fcos(a
y0-28)i1-4sin(a
y0 2 S1
+-y
)sin(-a
y0-2 S2.
'sin 38
sin(1ua..,n+13).
- 2cos
co's 38 Icbs(ay0+8)
+sin(a
-13 ) [1 -Ltsin(a
y0 2 S1
+ly
)1.
y0- 2.S2
co