CHOKING OF STRUT-VENTILATED FOIL CAVITIES
By
C. Elata May 1967
DISTRIBUTION OF THIS DOCUMENT IS UNLIMITED
Prepared Under
Naval Ships Research and Development Center Department of the Navy
HYDRONAUTICS, Incorporated
-1-TABLE OF CONTENTS Page ABSTRACT 1 INTRODUCTION 2 AIR ENTRAINMENT 3THE STRUT CAVITY 9
CHOKING 12 EXPERIMENTAL INVESTIGATION 1k R1SULTS 16 CONCLUSIONS 19 APPENDIX 21 REFERENCES 2k
LIST OF FIGURES
Figure 1 - Schematic Description of the Effect of Submergence
Depth and Velocity on Air Entrainment Coefficient Figure 2 - Differences in Cavity Shape Behind Strut with and
withoU.t Free Ventiiatd Foil
Figure 3 Progressive Choking of.a Ventilated Hydrofoil Figure 11 - Drag Coefficient as Function of Angle of Attack
Figure 5 - Lift Drag patio as a Function of Angle of Attack
Figure
6 -
Typical: ReCults of Choking-She'gence Depth versus Freestream VelocityFigure 7 - Typical Results of Choking-Submergence Depth verSUS
Freesti'eam Velocity
Figure
8 -
Typical Results of. Choking-Submergence Depth versus Freetreeth VelocityFgure
9 - Froude Number at Choking as a Function of ForceCdeff1ien.t
Figure 1O.- roudeNunber at Choking for Three.Fbil.s
Figure 11 - Froude Number at Choking. as a Function of Choking. Coefficient
Figure 12 Submergence Depths for Choking Cond,tiois of Cavity Behind 5-10 Foil
Figure 13 - Dimensions of Strut Models
HYDRONAUTICS, Incorporated
Figure 15 - The Effect of Depth of Submergence on the Spray Profile
Figure
i6
-
The Effect of.RakeAngie onSpray:ProfileFigure17 - The Effect of Freestream.Velocity bnSpray Profile Figure 18 Maximum Spray Height as aFunction Of FroudeNumber
NOTATION Area of foil
VOid Ootcentratiori Chord length of foil Drag coefficient Lift coefficient Entrainment coefficient Choking coefficient Diameter Drag Force Gravitational acceleration
Depth of submergence of leading edge of foil Froude number
Cavity length Pressure
Rate of au' flow Thickness of strut Velocity
;Thickness of spray sheet Work Spray height A C C CD CL CQ CCH d D g h Fr 2 p Q t V w W y
HYDRONAUTICS, Incorporated
-v-a Angle of attack
H constant
Entrainment coefficient
e Strut rake angle
Density V. Viscosity =
oc
cavitation number Subscripts o free stream c :cavity foil at strut air watex,. of the order of proportional toABSTRACT
Presented in this report are the results of an investigation of the "choking" phenomenon in base vented strut cavities. In
practice such base vented struts support a ventilated foil and pro-vide the ventilation air for the foil through the strut cavity. An
expression for .the rate of air entrainment in ventilated cavities is derived. This expression fits previously reported experimental data except at low cavitation numbers, when free surface- solid boundary- and gravitational effects may become important.
The shape of the cavity behind a strut, supporting a strut-ventilated foil, is analyzed. It is. shown that the shortest sec-tion of the strut cavity is at the free surface,. and that its length is controlled by. the air flowthroughit.
The choking phenomenon is analyzed by. relating the air flow through the strut cavity to the air demand.of the foil cavity. From this analysis a choking coefficient CCH is defined
A series of experiments is described in which, for three strut-supported foils,. the depth at choking was determinedas a function of free stream velocity,.angle of attack, and air pressure. It was. found.from these experiments that choking would occur for
HYDRONAUTICS, Incorporated
-2-INTRODUCTI ON
It may be desirable for many practical applications to utilie hydrofoils which are purposely ventilated; Especially in flow re-gimes in which vapor cavities are unstable, the supply of air to the cavity may stabiize the force characteristics Of the foil.
Natural or surface ventilation may be achieved when atmo-spheric a.ir is supplied through a cavity formed behind a foil sup-porting strut. In this case air will be driven through tIe strut
cavity, from the free surface by the difference between cavity- and atmospheric pressures. The cavity pressure and the rate of air flow are also interrelated by the air entrainment characteristics of the foil cavity.
It has been observed that under certain conditions natural ventilation may be difficult to maintain because of Ttchoking". This choking apparently occurs when the strut cavity closes off at the free surfäce, thus preventing air to flow to the foil cav-ity, causing a decrease in cavity pressure and a collapsing, and finally vanishing of the cavity
The understanding of this phenomenon is of the utmost itnpor-tance for the desigh of strut-ventilated fOils, Experiments hav
shown that ItchokingT conditions do not solely depend on cavitation
number and foil and strut geometry, but also to a large degree on depth of submergence and atmospheric pressure. Before relevant model tests of this phenomenon can be performed a good physical understanding is nedessary.
The problem is treated in this report by analyzing the en-trainment characteristics of the foil cavity and the shape of the
strut cavity before combining the two to describe the choking phenomenon.
AIR ENTRAINT4ENT
A ventilated cavity is maintained only when air is constantly
supplied to it. This supply is needed to compensate for the air entrained at the downstream end of the cavity.
Several attempts have been made to derive suitable semi-em-piricál relationships for the rate of air entrainment. Cuthbert (i) assumed the entrainment to depend on the amount of air transported in the laminar air boundary layers along the cavity wa1l. ie de-duced the relation
V2f. V, [1]
where
Q is the rate of air entrainment, v the viscosity,
the length of the foIl cavity, and the free stream velocity.
Sciiièb.eatad Wetzel (2) assumed the air supplied to the cavity to be entrained by the reentrant jet and derived
HYDRONAUTICS,
where
coorát ed
CA
C P1-c
,-where D is the drag fOrOe.
=DV
0 131
CD
is the drag cOeffiient,
A
the aa ofthe foil,
a
the ca\r1tatipnnumber based on the cavity preLire
and
H
c
is the void cocent'àtion in the r
ntrant jet,
th1.ch,
as determind eperimentally.
ExeMmehtai results are usually presented as a'e1atior
be-tween a dimensionless air entrã±ntrieht coefficient CQ
Q/CDAVand the
aVitatior
tiirPber..
In generai. two regions of different
behavio±' have beei pbserved.
In short cavities the entrainment
coefficient is rlaively small and dcreases p'oporoai to a
In long cavities the air entrainment grows rapidly when a
ap-proaches a small firLite value and
seems to dëend oti veloc1t
aidepth as well as ona.
Anothe
relat±dh for the rate. of entrainment may he derived
The air inside the cavity at pressure p reaches, after it is entrained, a pressure p equal to the static pressure at the level of the cavity. Thus, in order for air to be entrained work has to be done against this adverse pressure gradient. This work
(neglecting compressibility, effects) is
'o
[k]Defining a work efficiency ii by
TI w2 [5] vv1 we maywrite Since D cDA ipV02
[fl
CAV
D 0a
Q = , or CDAV - =The validity of Equation
[8]
is supported by the general trend of the data replotted by Cuthbert (i) giving".' 0.05 - 0.1.
Q
(p0
= DV.[6]
HYDRONAUTICS, Incorported
it follows that
1
o'f
which gives a similar relationship between Q and as deduced by Cuthbert (Equation 1), though not between Q and V.
As mentioned previously, air entrainment does not follow the prediction of Equation
Ei8J
at very low cavitation numbers.Several investigatos have measured entrainment rates in cavitie behind force-ventilated disks. Swanson and OtNeill
(3)
found thSt the entrainment depended on free stream velocity as well as ona.
They were able to correlate their air entrainment coefficients with V 0 a gd whered is the maximum cavity diameter.
rn
Schiebe and Wetzel (2) also showed a similar velocity effecFt to exist for the eitrainment in cavities behind lifting foils at
low aTs.
-6-Since the length of the foil cavity may be expressed by
E i.oJ
9 2
Campbell and Hilborn (k) obtained similar results for disks of different rises. They also observed that the flowbondaries had an effect on the entrainment rate. This effect could. be
ex-'pressed n terms of a shift in cavitation number a = a - a',
where a' is the cavitation number in an unbounded flow. a was
found tobe negative asa result of the presence of the free sur-face and positive as a result of the presence of so4d.boundaries, i.e., the entrainPient rate would decrease when the cavity
ap-proached the free surface and increase when it apap-proached the chan-nel bottOm.
Similar free surface effects have also been reported for lifting foils by Schiebe and Wetzel (2) and Dawson and Bate (5). The effect of velocity on the entrainment rate was explained by
Cox and Clayden
(6)
as being due to the gravity effect. The grav-ity effect causes circulation and trailing vortices which weresupposed to entrain air. Campbell and Hilborn (k)derived f or such 'vortex entrainment an' entrainment coefficient.
gd a4 V 2
0
The effects of flow boundaries on the cavity characteristics have beenstudied theoretically by Birkhoff et al (7), Cohen and Gilbert (8), Cohen and DiPrima (9), Yim (10) and many others, Yim's calculations, whibh fit the experimental results of Dawson and Bate quite well, indicate the cavity length to decrease when
HYDRONAUTICS, Incorporated
the cavity approaches the free surface. In fact experimental
re-su1t indicate a similarity between, the dependence of cavity leng1h and rate of entrainment on a for low values of
d.
It was shown in the 'previbus discussion that air ehtrainment rates may in general be expressed by Equation [8]. At low cavi-tation nuthbers ril'l no longer be a constant however, but will depend on velocity and depth of submergence, i.e. will decrease1 when the velocity' increases and the depth of submergence decreases. We might thus assume a relationship of the form
Valid fr small valdesof a. In fact such a form ha been
sug-gested by recent work Of Schiebe and Wete'l [11] who foun. that
with i
h3/'Va
ubstituted into quatiOn[8].,. it wouldpre-dict their air enträinthent data for low aspect ratio f,oil and
small ats.
A' schematic diagram showing the effect of depth and velocity on C. is presented in Figure 1.
gh
= 1 - ,
THE STRUT CAVITY
Behind a strut piercing afree surface,.a cavity may form when the flow velocities are sufficiently high. According to two-dimensional theory. - neglecting the effects of the free surface., the end of the strut and interference between flow conditions at different horizontal planes - we may'write for the cavity length
£ st 2 C st D t n a were 1 <n < 2.
In the ventilated cavity, the pressure is essentiaily
atmo-spheric,, so that V2 Fr2 and [13] 2 st. 2n CDFr [15]
It follows that 2st varies with,
hn,
approaching infinity at the free surface, Of course, Equation [15] does not actually describe the strut cavity profile. The fact that the caVity lengthde-creases with depth beneath the free surface is an observed experi-mental fact, as can be seen from the data of May (l2),.Thomsen (13),
HYDRONATJTICS, Incorpora
Meyer (lii-), and many others, IJhen a submerged foil i,s attached
to the st±'ut a diffè'ent strut cavity length profile is obtained as ahoWn n Figure 2. The reason for this differenôe may be ex-plained as follows.
The ventilated foil cavity consumes air which i
uppied
through the stut cavity. Neglecting frictional lOses, the caviy
pressure. will be of the order of pV2 lower than attnospheric,
ie.,
PC PSY a is the air density and V
the velocity in the throat o the strut avity at the free surf5ce). The cavity presi-sures will also be approximately constanbalog the base f the strut and inthefoil cavity as was shown by Wadlin (15).
Wen
the strut supports a lare foil and subthegetice depths ar al.lthe static pressure in the fluid around the sttut:ceases to in-crease with depth. Tin that cage the fluid hitting the strut will bernore like a free jet with atmospheric pressurs at the upper free surfaCe Snd With S preSsure equal to that: in the foil-cavity St the lower free.surface. From such a sChematiC model it can bS been (Figure 2) that for a foil supporting strut, decreases from the upper' free si'face downwards, which may explain the .differen
strut cavity shape. The faCt that the shortest strut cavity length was at the free surface has been observed by Wadlin (15) and als
ih this study.
It may thus be conc1ided thata cavity of a foil supporting. ventiLlati,ng strut has a controlling section St the free surface. For the cavty length at thefree surface we may Write
£ st
In fact, the presence of the free surface must have a large ef-fect on the cavity length. The dynamic pressure at the'leading edge of the strut will be released through the creation of spray sheets which because of theirlower momentum,, will tend to shorten the cavity, i.e. the effective cavitation number will become larger.
Pn investigation of spray. heets on to geometrically similar struts, oI1e:pr Which was used in the"choking " experiments, is pre-sented in the appendix. Wadlin has indicated that the cavity length between the spray sheets may be expressed by
£ pV02 t a PaVa2 st
-
.'J I tVat
whereis the spray sheet thickness.
The experiments reported in the appendix indicate: that w is
neither affected by the free stream velocity nor by depth of sub-mergence.
In the following section Equation [16] will be assumed to express the variation of £ with a V 2/p V 2 In fact either
st
aa
wo
one of Equations [16] or [17] will lead to a similar result.
HYDRONAUTICS, Incorporated
V2t
Q will decrease when V increases, tNhich follows from either
equation.
CHOKING
In the previous sections, the characteristics of the air entrainment in the fcil cavity, and the shape of the strut cavity have been descr1bed.
In the following the choking phenomenon will be analyzed on the basis of this reyiew. We assume the lëngth.of the strut cavity at the free surface to be expressed by Equation
[16]
and the airentrainment of the foil cavity by Equations
[8]
and [12]. It was seen in the previous section that the cavity pressure is Pa\Ta2 The cavitation number relevant to the foil cavity is thereforea a a
pV2
wo
V2
o
By equating the rate of air flow through the strut cavity (from
Equations
[16]
and [18]) withthe air entrainment in the foil cavity (from Equations[8]
and [19]) we obtain
-12-In both cases 2 will become smaller when V increases. Further-a
V V
2gh
2
st V
0
It may be. seen that the solution of Equation [20], with from Equation [12], will give a smallest value for 2/t .of the form
which is obtained for
f3
paVa2
st
pv2
.v2ww
0Other solutions of Equation [20] are possible, giving larger values
for 2/t.
We will try to show in the following that Equation [21] represents the only stable solution.Let us assume a state of equilibrium with a fully ventilated foil at a fixed depth of submergence. Small temporary changes in air demand may occur, however. An increase of Q for instance will cause a decrease in p and an increase -in V which will lead to a
decrease in2 (Equation [i6]). If the air demand is not signifi-cantly reduced in the meantime, the decrease in
2st will cause a
PDV
0
[20]
HYDRONAUTICS, Incorporated
-1k-further increase in V etc. As pointed out, only when the air demand is significantly reduced will the situation stabilize
it-self. Such a reduction in the air demand may be effected when
g .
(-p ) > . It is assumed here that in the opposite case,i.e.
c
0
for longer strut cavities, the equilibrium is .unstable and that such cavities willshrink to the values expressed by Equation 1121]. In
that case it may also be assumed that choking of the cavity, caused by a complete closure at the free surface may be represented by
CCH
( gh\
const
0/
[22]
Such closures have been previously investigated by Wadlin, who also showed that by attaching spray strips to the strut, partially submerged below the free water surface, a considerably improved ventilation could be obtained with a simultaneous reduction in
cavity pressure.
EXPERIMENTAL INVESTIGATION
The experiments were conducted in the HYDRONAUTICS, Incorpo-rated High Speed Channel. This facility is described in detail in Reference 16. Three sharp-edged flat-plate foils were used having chord-width dimensions of 6" x 12"; 5" x 10' and
3" x 9".
The foils were supported by a slender parabolic strut with a 2.5" chord and a maximum base thickness of3/8".
With the foils submerged at a small depth and at afixed angle of attack, the flow velocity in the tunne,l was set to a particular .value,.sufficiently'high for the foil to be fully.ventilated.
There-after the water. depth was increased in small increments. At a cer-tain depth.the foil cavity would suddenly. and rapidly deorease in length and, finally, completely, disappear. PL1 this depth, and just
when:the cavity. started.to shorten,measurements were made:to.de-termine the depth of submergence, velocity, lift and drag and, in. a few cases, 'cavity pressure.
This procedure was repeatedwith different flow velocities. Thereafter the angle of attack of the foil was changed anda.nother
series of measurements made..: Finally this procedure was repeated with differerit'air pressures inthe tunnel.
For each of the threefoils, measurements of air pressure, angleof attack, lift, drag, depth of submergence and velocity..were made for a total of k50 'Tchoking" conditions. At high angles of attack and/or higher air pressures the collapse of the foil cavity was abrupt. 'At a submergence depth close to choking the cavity was found to be unstable, slowly decreasing in length and then
suddenly. to grow again. At choking the cavity would slowly
de-crease in length and.than suddenly. collapse (Figure 3).. The cavity pressures would slowly decrease while the water level. wasraised. Cavity collapse would be preceded by. a sudden reduction in cavity pressure, which was found to.be as good an indication of a choked
HYDRONAUTICS, Incorporated
-16--At small angles Of attack and/or lower air pressures the
cavity would not choice over -the range of depths and velocities at-tainable in the tunnel. In those cases- the cavity would shorten when the water -depth was increased, without any abrupt change in I
length. Even, for th largest foil at the highest angles of attack
and atmospheric air ressures the precise depth of submergence for the choking condition was difficult to determine and depended on the patience andjudgement of the observer This was even more' true for the smaller foils, at lower angles of attack and at low -, air pressures in th tunnel.
When the cavity had started to choke, it could not be made. fully. ventilating again, neither by slightly decreasing the depth nor by increasing the velocity. Only by decreasing the water
depth to much smallr values than those at which the cavity choked, would ventilation inception occur again.
RESULTS
The data resulting from the measurements were .punched on cards and processedby the.IBM 1130 computer. Corrections were applied for bottom ff'ects, the drag force on the strut and fric-tion drag on the foils, but not for blockage. These co'rections
caused an increase ftn both drag coefficient and effective angle of attack, from the measured values.
The drag coefficients versus angle of attack for all the mea-surements are preseted in Figure k. The applied corrections ha,. the effect. of shifting the points along the average line through,
the data.points. On the same diagram the theoretical curve is drawn for the drag coefficient as a function of angle of attack
for a two dimensional foil in aninfinite fluid. The.discrep-anciesbetween.the presented and the theoretical curvemay be due in part toboundary and three dimensional effects,
In Figure 5 the lift-drag ratio is presented as a function of
the angle of attack, together with the theoretical lift-drag
curve. Certainly, the scatter of the data in this diagram can
only be due to experimental error.
or each foil, and each air pressure, the depth at choking was plotted against the square of the free stream velocity for 'each angle of attack (force coefficient). Examples of such plots are preented in Figures
6,' 7
and8.
Although there w'as'.found tbé a considerable scatter of 'data, it was possible to define an average choking Froude 'number for each angle of attack,repre-sented by straight lines in the h-V2 diagrams.
These Froude numbers were plotted against the corresponding average force coefficient, as presented in Figure 9 for the 511_la?? foil. It can be seen from this figure that the choking Froude number depends on the density (relative pressure) of the air in the tunnel as well as onthe drag coefficient.
As suggested by the analysis the choking Froude numbers were plotted against CE\/ Pa"Pw as shown in Figure 10. Three aver-age curves were drawn through these data, dne for each foil.
Finally Figure 11 presents the data plotted against the "choking11 coefficient CCH = CD giving a relationship
HYDRONAUTICS, Incorporated
FrCH
Correspondingly all he neasured depths at choking for the 5"-lO" foil were plotted aginst
[23]
where
a'a
is the relative density of the tunnel atmospheie(Figure 12). The average curve through the data points again sugL
gest the relationship given by Equation [23]. The divergerce of some of the data at helargest. depths (VT) is probably caused by the cavity hittin the sipport of the strut, resulting in a premature choking.
CONCLUSIONS
The air entrainment in ventilated cavities behind foils can be expressed by
CDAVo a
This expression follows .from the assumption:that the work which has to be done to entrainthe air is proportional to the power required to move the foil.
At very low, cavitation numbers, the rate of entrainment will be affected ..by the free surface, solid boundaries and gravity.
These.effects will change the value of
T.
For larger a, T wasfound to have a value of 0.05 - 0.1.
The cavity behind a strut supporting a (natural)
strut-ventilated foil has a length which increases with depth, the nar-rowest controlling section being at the free surface.
2k. By relating the airflow through the controlling section of
the. strut cavity, with the rate of air entrainment of the foil cavity it is found that the length of the strut cavity at the free surface depends on CCHfl where CCH is called the choking coeffi-cieñt defined by CCH = CD a A . gh
and fl=11
-wt2
V2
0HYDRONAUTICS, Incorporated
-20-From a.series ofexperiments, the depth at which the cavity would collapse (choke) was determined as a function of foil size, angle of attack, free stream velocity and air pressure. It was found that the cavitr would be choked for
The drag and lift coefficients were foUnd to be in approximate agreement with the alues predicted for foils in a fluid of in-finite extent.
APPENDIX
Two geometrically similar, base-vented, parabolic strut models of 15 percent maximum thickness were used in the studies described
herein. The strut dimensions are shown in Figure 13. -Strut A and
Strut B are used to denote the 5-inch chord and 25-inchchord strut respectively.
The experiments were carried out in the HYDRONAUTICS High Speed Channel which are described in detail in Reference 16.
Observations of spray profile and thickness along the strut surface were carried outfor both: StrutsA and B without hydro-foils attached to the struts. Measurements of spray profile were obtained by drawing an x-y coordinate system on one side of the
strut and reading spray height "y" at each given "x" value of
chordwise position. Quantitative measurements of the spray thick-ness were not obtained; only qualitative observations can be given. A general description of observed spray over a vertical, base-vented strut is presented in the following paragraphs.
As shown in Figure 11 it is possible to distinguish three
different regimes of spray. For a. relatively high speed, (or a
high Froude number based on the strut chord), the water surface is usually considered to be horizontal. . However, the water.
sur-face adjacent to the strut is almost linearly elevated from the strut leading edge to its trailing edge. . For the struts tested the height of this region is about 0.2 of the chord at the trail-ing edge of the strut. . Over the range of speeds tested, the
HYDRONAUTICS, Incorporated
-22-Above the root of the spray (that is, the deformed water su'face in the egibn of the strut-water intersection) there s a rg1on
of very thin, high vëloáity spray whic.h shoots ut behind the stri4t.
This portion of the pray is the most noticeable t.o the observer. The height of this sray-fi1m, region is velocity.dependent..
Above this thinspray layer, a third region exists. Here the spray energy has decreased and water "piles u to fOrm a stream of relativeiy low speed flowing over the strut and a1ling back t the water surface. The width of this stream is also velocity de-I
pendent.
By inserting thin wires perpendicular to the stru surface,
the thicknesses of the two latter spray regions were estimated. I
Over the thin, high speed spray layer this thickness was about 0.02 inches for both Struts A and B. The thickness of the streamF of water above the thin layer was estimated to be Q)4 to .08 ihchL Althoughno est.imatioi of the actUal thicknesses can be made for this region a typica.l variation of the thickness. of the root is
sketched in Figure 1k. No significant changes in thicknesa were I found over the range of speeds tested. HoweVer, this Play have been. due to the relatively rough estimates obtaThed by this methd
of measuring. . .
General featurs of. the spray over the strut si.rface do not change significantly with varying depths of submergence and str.
Pake angles.. I.f a supercayltating hydrofoil is attached to the
strut, the Whole spray pattern will be tilted upward due o the slope of the free surface produced by the hydrofoil cavity.
Spry profiles along the strut were measured over a range of speeds from 20 to 35 fps for depths of submergence from 0.5 to 2 0 strut chords, and strut rake angles from -15 to +15 degrees The results of these tests for Strut A. are shown
in FIgi'es 15,
16 and 17. It should be noted, that. thespray
profijes shown In these figures do not include thheight
pf the.lo
speed, thick, stream decribed in previOus pat'agraphs (seeFigure li-I-). It was fourd that the Influence of depth of submergence was veryslght over th rangestested
and
the1nf1uence of
strut rakeangle
wassignificant bnly..at negative or forward rake angles.
Negativeang-e ...rye to reduce the height of the spray.
Te magnitude of
the free steam velocity has by far the principal affect on spray
profiles.. . .Of particular interest is the maximuin height of spray y.,
1ocated.t the trailing edge of the scrUt.
Figure 18.shOws a.plot
of y
as a function of Froude number based on the strut
chord,max .
V
Fr. =
9It may be hOted in Figure 18 that the data fothee
two truts Ooliapse for givèhdeth-chordrätios
inthe
range of.ighei' Fröude nurnbers
(Fr
10).
It
appears thatthe
sräjthIck-ness
i
essentially a linear functionof
Froudenumberfor a givenHYDRONAUTICS, Incorporated
REFERENCES
Cuthhert, J.W., 'tAn:Anaiysis of Air Entrainment in Cavity
Flows," HYDRONATjTICS, Incorporated Technical Report 003-1,'
October1960.
.Schiebe, F. R. and Wetzel, J. M.
"Vèht!1ate
Cavities on
Submerged ThieeDimënsional HydrOfoils," St. .Anthony Falls
Hydraulic Laboratory, Technical Paper No
36, Series B,
December 1961.
SWanson, W. M
nd O'Neill, J. P., 'The.Sail1y of an Air
Maintained cavity Behind .a Stationary Object in Flowing
Water," IydrodynamicsLabortory, Cal. :Enst. of Tech.,.Mem.
Report.No.. M-2U.3, September ],95l.
.
Campbell, I. J.Hand.Hilbornè, D. V., "Air Entinrhent.Behind.'
inflated Cavities," Second Symposium on Naval Hydrodynan4cs,
ONR, August 1958.
5.
Dawson, T
E. and
ate
E. H;, "An Experimental Investi'gation
of a Fully Caviitating TwoDimensional Flat Plate Hydrofoil.
Near a.Free Suiface," HydrodynamicsLabortory,. Cal. Inst.
of Tech.. Report No
E-118.12, October '1962.
6.
Cox,R. N..andClaydeti,. W.-A., "Air..Entrainment at .theRear
of a
teady.CaVity," Proc. of the NPL Symposium on Cavitatin
in Hydrodynamics, London,.HJ4;S.O., 1956.
7
Birkhoff, G., Plesset, IVLS. and SimthônsM.,."Wall Effects
in Cavity Flow," Quart
Appl
Nath
Vol
8, No
2, 1950
8
Cohen, H. and Gilbert, H., Two-Dimensional, .Steady,Cavity
FlowAboUt S1eiider Bodies in Channels of Finite Breadth,"
Jour, of Appl.Mech., 1956.
9
Cohen, H. and. DiPrima,R. C., "Wall Efrects in Cavitating
Foils," Second Symposium on Naval Hydrodynamics, ONR,
10. Yim, B., "On a Fully Cavitating Two-Dimensional Flat Plate HydrOfoil with Non-Zero Cavitation Number Near a Free Sur-face," HYDRONATJTICS, Incorporated Technical Report k63-k, June
196k.
11.' Schiebe, F. H., and Wetzel, J. M., "Further Studiesof Ventilated Cavities on Submerged Bodies," St. Anthony Falls Hydraulic Laboratory, Project Report No. 72, October
196k.
May, A. D., "Flow About Semi-Submerged Cylinders of Finite Length," Princeton University, Octoberl9k7.
ThOmsen, P., "Cavity.Shape and Drag in Ventilated Flow; Theory and Experiment," TRGReport
l56-SR-2,
February1963.
1k. Meyer, M.C., "An Experiment CQncerning Partly ClosedCavities Behind a Surface Piercing Rod," Hydrodynamics
Laboratory, Cal. Inst. of Tech. Report No E-llO.I, January
1967.. .
15. Wadlin,. K. L., "Ventilated Flow with Flydrofoils," Tw1fth General Meeting of the ATTC, University of California, September
1959.
16. Johnon, V. E., Jr.,. and Goodman, A., "The HYDRONAUTICS, Variable-Pressure, Free-Surface, High-Speed Channel,"
Cavitation Research Facilities and Techniues, Am. Soc.
a
U I-z Ui U U-Ui0
UI-z
U-iz
z
u-i CAVITATION NUMBER - aFIGURE 1 - SCHEMATIC DESCRIPTiON Of THE EFFECT OF SUBMERGENCE DEPTH AND VELOCITY ON AIR ENTRAINMENT COE;FFICIENT
(-)
/
/ //
/
/
/FIGURE 2 - DIFFERENCES IN CAVITY SHAPE BEHIND STRUT WITH AND WITHOUT
FREE VENTILATED FOIL
P a
C
P
0 PC
.HYDRONAUTICS, INCORPORATED
IRLPHP CD =2P1 aSIN ALPHII4I P1 aSIN RLPHR) 3O_ 15 lU LEGEND FOIL12
-6
FOIL1O-5
x FOIL-3
0. 3D I I I I I I I I I I I I I I I I l_ I I I I I I 0..05 0.10 0.15 0.20 0.25 DRPC COEFFICIENT CDRLPHP 30 (n Li Li ID Li
g 25
15 CL/CD = COT ALPI-IP LEGEND ,< 1DI I I I I I 1.0 2.0 3.0 ILO 5.0 6.0?0
LIFT - DRPG RPTIO CL/CD FIGURE 5LIFT DRP
HYOPONPUTICS, INCORPORATED H 1 FR 5.08 5.92 6.31 COl 0.16'.!? COl + COl 0.1133
cm
o.oso FOIL 12. - 6. DENSITYFIGURE 6 TYPICAL RESULTS OF CHOKING -submERGENcE DEPTH VEPSUS FREESTREAIT1 VELOCITY
6
=
L) 0 LJ D 3 2 1 I I 11 5 6 9 10 VELOCITY 1100 LFT/SEC) £ci Li D FR 3.60 Q15 4.78 5.79 o
cm - 0.2363
CD1 - 0.207L + cm - (3.1821 COl 0.1565 I I I I I I I I I I 3 '4 5 6 7 S 10 VELOCITY C/100 (FT/SEC] c FOIL9. - 3.
DENSITY 0.608FIGURE 7 TYPICRL RESULTS OF CHOKING - SUBfl1ER&ENCE DEPTH
HYORONAUTICS, INCORPORATED LJ 6 H FR 5.13 5.60 3 4 5 6 ? VELOCITY 1100 6.33 + , I I I I I I I 9 10 CFTJSEC) FOIL 10. - 5. DENSITY 0.?511
FIGURE 8 TYPICAL RESULTS OF CHOKING - SU6ERGENCE DEPTH
VERSUS FREESTRERIT1 VELOCITY
=4
0 LU 3 2 1Cm
cm
0.2063cm
0.1541cm
0.1292cat
o.io
22 20 18 0 0
x
16 Uz
LU U 14 U-LU 0 U 0 12 10 FULLY VENTILATED 0.754o
0.602o
0.481 A 0.361 3 4 5 6 7 8 9 FROUDE NUMBER- Fr0
0 0
o o_
HYDRO NAUTICS, INCORPORATED
r7V CHOKED
0
0
I
P
0
0
/
0/
/
0/
/0
0
0
0
0,
.0
/
O'D
0
/
0
FOIL/
/
0
0
/
/
0/
0
o
/
/ 00
/
o0
0'
0
/
0
c5/
9
/
FULLY VENTILATED 4 5 6 7 8 FROUDE NUMBER - FrFIGURE 10- FROIJDE NUMBER ATCHOKING FOR THREE FOILS
o
6-120
5-10,<tc4 0 3.4 3.0 2.6 U = U U I-z 1 .4 1 .0 0.6 FOIL 0 6-12
0 5-10
? 3-9 F5.0\j CCH0
/
/
/
/
U0
/
/
/
CHOKEDop
0
/
o
o o8.
0
01D
°g
0/p'
,c7'k7VO
O,,'7
U.LY VENTILATEDV
V
'1V
0,
/
/0
,
/
/
V
-4 5 6 7- 8 FROUDE NUMBER - FrFIGURE 11 - FROUDE NUMBER AT CHOKING AS A FUNC11ON OF CHOKING
HYDRONRUTICS) INCORPORRTEO
a 1
FULLY VENTILATED
0.2 0.3 0.L4 0.5 0..6 0.7 0. 0.9
V /(CO.(DENS)11t) 1O
FIGURE 12 SU1I1ERGENCE DEPTHS FOR CHOIcING CONDITIONS OF CAVITY BEHIND S - 10 FOIL LEG [ND PRESSUPE 33.1 PRESSURE 250 + PRESSUPE 20.0 PRESSURE 16.0 PPESSURE - 12.0
MATERIAL -STAINLESS STEEL STRUT A
I-*---
5" 5" MATERIAL -ALUMI NUM STRUT B SECTION A-A SECTiON A-AFIGURE 13 - DIMENSIONS OF STRUT MODELS
NOT TO SCALE
rT
3/4"J
k
12.5" NOT TO SCALE 2.5" I 8"VERY THIN LAYER OF WATER, ABOUT 0.02":
FLOW
x
C
SPRAY WITH RELATIVELY LOW SPEED
FIGURE 14 - SKETCH OF SPRAY OVER STRUT SURFACE
O.05--O.1QC
NOMINAL FREE SURFACE
1.0 0.8 0.6 0.4 0.2 0. 0. 0. 0.25 0.50 0.75 x/C (a)V0=2OfpS, 0=00
C-1.00 1.25-ii
c=
-R
1.5 1.0 0.5 'A-S N 0.25 0.50 .75 x/C (b) V0 =25 fps,8=O°
HYDRONAUTICS, INCORPORATED 1.2 hO 0.8 O.6 0.4 0.2 0 1.2 1.0 0.8 0.4 0.2 0 x/C (c) V030Fps,9=O° x/C (d) V 35 fps, 9 =cO FIGURE 15 (CONCLUDED)
-
AC 1.5 n 0.25 0.50 0.75 1.00 AhJ.5
0.5 -. 0..50 0.75 LO1.0 0.8' o.6 0.4 0.2 1.2 hO 0.8 0.6 0.4 0.2 DO . A'
o
0.o
-20. -25.3 +10.£
+15. .0.25 0.50 0.75 x/C V2Ofps, h/C1.O Rake Angle 80 1.00 1.25 0.25 0.50 0.75 1.00 1.25 x/C V0=25fps,h/C=1.OHYDRONA1JTICS, INCORPORATED 1.2 1.0 0.8 %0.6 0.4 0.2 h2 1.0 0.8 0.6 0.4 0.2 0.25
Symbol Rake AngIe 90
0.50 0.75 x/C (c) V 3Ofps.h/C=1.O FIGURE 16 (CONCLUDED) 1.00 L25 0.25 0.50 0.75 1.00 1.25 x/C (d) Vr-35fp,h/C=1.O 0. -20. -25.3 +10. +15.
0
0
.
A
1.0 0.8 0.4 0.2 0 1.2 1.0 0.8 U 0.4 0.2 0 1.2 1.0 0.8 0.6 0.4 0.2 0.25 0.50 0.75 (b) =1.O,8=O0 - -C 1.00 RAKE = 0° 1.25
FIGURE 17 - THE EFFECT OF FREESTREAM VELOCITY ON SPRAY PROFILE
0.25 0.50 075. 1.00 1.25 x/C (c) =i.5,9O0 0 25 0.50 x/C 0.75 (a) -D.5,8=O0 1.00 V 0= 1.25
2.0, 1.8 1.6 1.4 1.2 0.6 0.4 0.2 2 4 6 8 Fr C. 10 12
FIGURE 18 -. MAXIMUM SPRAY HEIGHT
AS A FUNCTION OF FROUDE NUMBER
14 16 h/C I Stt A
0
I Strut B 0.5 1.0A
h/Cm':10
1.5 0.5'Commanding,Officer and Director 'Naval Ship Research and
Development Center Department of the Navy Washington, D. C. 20007
Attn: Code 513
Commander
NVal Ship Systems Command Department of the Navy Washington, D. C. 20360 Attn: Code 2021 Code 03k2 Code 03k3 Code PMS81/25 Code 0355 Code OOV Commander
Naval Ship Engineering Center 'Department of the Navy
Washington, D. C. 20360 Attn: Code 61?0 Code 6132 Code 6136 Code 6iko Commander
Naval Facilities Engineering Command, Dept. of the Navy Washington, D. C. 20390
'Attn: CodeD-kOO
Research Division Commander
'Naval Air Systems Command Department of the Navy Washington, D. C. 20360
Attn: . Code 03B
Commander
'Naval Ordnance Systems Command Department of the' Navy
Washington,D. C. 20360
ko Director
Special Projects Office Department of the Navy Washington, D. C. 20360
Attn: Code SP-2k0
3 Chief of Naval Operations 1 Deartmentof the Navy 1. Washington, D. C. 20350
1 Attn: Hydrographic Office
1
1 Commanding Officer
Hdqrts, U. S. Army.
Transporta-tion ' Research Command
Fort Eustis, Virginia 2360k
'Attn: Research Reference
Center 1 1 1 Wright-Patterson AFB 1 (AFFDL)(FDD) 1 Dayton, Ohio k5k33 'Attn: Mr. W. Mylçytow 1 Executive Director
Air Force Office of Scientific Research, Mechanics Division
11+00"Wilson Blvd.
Arlington, Va. 22209 U. S. Coast Guard
13000E.Street,N. W.
Washington, D. C. 20226
Attn: Div. of Merchant
Marine Safety 1
.HYDRONAUTICS, Incorporated
Director
Defense DOcuthentation Center 5010 Duke Street
Alexandria, Virginia 2231k Director
Engineering Sciences Division National Science Foundation
1800 G. Street, N. W. Wahington, D. C. 20006 Director
Langley Research Center National Aeronautics and
Space Adrniristration
Langley Field, Virginia 23365 Library of Congress
Science and Techrio1ogy Division Washington,D. C. 205k0
Director
Maritime Administration Dept. of Commerce
Washington,D. C. ?0235
Attn: Office of Ship Const. Superintendent
U. S. Merchant Marine Academy Kings Point, L.I.,N.Y. 1102k
Attn: CAPT L.S. McCready, Head
Dept. of Engr. Commander
Military Sea Trans. Services Dept. of the Navy
Washington, D. 0. 20360 Director
National Aeronautics and Space Administration .600 Independence Ave., S.W. Washington, D. C.. 20003 -2-1 Director
National Bureau of Standards Washington, D. C 2023k
20 Attn: :Dr. G. B. Schubauer
Fluid Mechanics Div.. 1 Office of Techrica1 Services Dept. of Commerce
Washington, D. C. 20235
Attn: Technical Reports Sec. . 1
Chief ofNaval Research Department of the Navy Washington,D. C. 20360
Attn: Code k38 2
Code ku 1
Commanding Officer
Office of Naval Research Branch Office
k95 Summer. Street
Boston, Massachusetts 02210 Commanding Officer
Office of Naval Research Branch Office
219 S. DearbornStreet Chicago, In. 6060k Commanding Officer
Office of Nava esearch Branch Office
1030 East Green Street
Pasadena, Calif. 91101 1 Commanding Offlcer
Office of Naval Research Branch Office, Box 39, FF0 New York 09510
Office of Naval Research Resident Representative
2O7 West 21.1. Street
New. York, New York .. 10011
Superintendent
U.: S. NaVal Academy Annapolis, Md.
21402
Attn: Library
Prof.' Bruce Johnson
Commanding Officer
S.Nava1A.r Development
Center. JohnsviJ.le
Warrninster, Penn.
18974
Commander
U. S. .Nal Ordnance Laboratory White Oak
1 .SilverSpririg, Md.
20910
Attn: Library
Director
Ordnance Research. Laboratory 1 Pennsylvania, State University 1 P. 0. Box 30
State College, Pa.
i68oi
Commanding OffIcerU.S..Navy..Underwater Weapons Researchand Engr. Station Newport, Rhode.Island
02840
1Commanding Officer and Director
U.- S. Naval Applied Science Lab. Commander
Flushing and Wash. Avenues Naval Oceanographic Office
Brooklyn, New.York
11251
.1 Washington, D. C.20390
1Commanding Officer and Director Superintendent
U. S.. Naval Civii:Engr Lab. U. S..Naval Postgraduate School Port Hueneme, Calif. .
93041
Monterey, Calif. .93940
1Attn: Code L54 Attn: Prof. J.Miller 1
Commanding Officer and Director Commander
S.. Navy Electronics Lab. U; S.. Naval Proving Ground
San Diego, Calif.
92152
1 Dahigren, Virginia 22k-1.8 Commanding Officer and Director DirectorU.- S. Navy Mine'Def. Laboratory U. S.. Nava-1 Research Laboratory
Panama City, Florida
32402
Washington, D. C.' 20390Attn: Library . 1
Commander
U. S. Naval Ordnance Test Station Commander
China.. Lake,. Calif.
93557
U.S. Naval Weapons LaboratoryHYDRONAUTICS, Incorporated
Director
Naval Underwater Sound Ref. Lab.
P.
0. Box 8337
Orlando, Florida
32806
Commanding Officer and Director U. S. Navy Underwater Sound Lab. Fort Trumbull
New London, Conn.
06321
CommanderBoston Naval Shipyard Boston, Mass.
02129
Commander
Charleston Naval Shipyard, U. S. Naval Base, Charleston,
South Carolina 294-08 Commander
Long Beach Naval Shipyard Long Beach, California
90802
CommanderNorfolk Naval Shipyard
Portsmouth, Virginia
23709
CommanderSan Francisco Bay Naval Shpyd, Vallejo, California
9k592
CommanderPearl Harbor Naval Shipyard Box koo, FPO
San Francisco, Calif.
96610
CommanderPhiladelphia Naval Shipyard Philadelphia, Penn.
19112
-4-Commander
Portsmouth Naval Shipyard Portsmouth, N. H.
03804
1Commander
Puget Sound Naval Shipyard
Bremerton, Wash.
9831k
1 1 CommanderU. S. Naval Base
Key West, Florida
33040
Attn: Surface Anti-Submarine
1 Development Detachment Aerojet-General Corporation
6352
N. Irwindale Avenue Azusa, California91703
Attn: Mr. J. Levy 1 Mr. C.A. Gongwer 1 EditorApplied Mechanics Reviews Southwest Research Institute
8500
Culebra RoadSan Antonio, Texas
78206
1 1University of Arizona Tucson, Arizona
85721
Attn: Prof. L.M. Mime-Thomson
Math. Department 1
AVCO Research and Advanced Development Division Wilmington, Mass.
01187
Attn: Mr. J.S. Humphrey 1
Bethlehem Steel Company 25 Broadway
New York, N. Y. 1000k
Bethlehem. Steel Company Central Tech. Deartment Shipbuilding Division
parrowsPOint, Md. 21219 Bolt, Beranek and Newman,.Inc. 50 Moulton Street
Cambridge, Nass. 02138
Attn:
Dr. F.J.Jackson
Bolt,B:eranek and Newman, Inc. Box 7712
Van Nuys, Calif. 911+06
Attn: Mr. Peter Franken
Brown University
Providence, Rhode Island 02912 'Attn: Div. of Applied Math. 1
Rockefeller Library 1
Physics Dept. 1
University. of Bridgeport Bridgeport, Conn. . 06602
Attn: Prof. Earl: Uram
Mech. Engr. Dept. University. of California Institute of Engr. Research Berkeley, . Calif. 91+720
'Attn:
Prof. H.A.Schade
Prof. J'.V. Wehausen
Prof.R. Paulling University, of California Institute of.Geophysics and
Planetary Physics
'San Diego, Calif. 92115
Attn: Prof. J. W.' Miles
California. Institute of' Tech.
Pasadena, Calif. 91109 Attri: Dr. N. S. Plesset
Dr. T. Y. Wu Dr. A. J.Acosta Carnegie Institte of Tech. Pittsburgh, Penn. 15213
Attn: Prof. R. C. Ma'cCamy
Dept. of Math. 1
Colorado State University Dept. of CivilEngr.
Fort Collins, Colorado 80521 Attn: Prof. N. Albertson ' ' .1
University of Connecticut Box U-37
Storrs, Conn. .06268
Attn: Prof. V. Scottron
Hydru1ic Res.Lab. Cornell, University Graduate'School of Aeronautical Engineering Ithaca, N. Y. 11+850 Attn: :1'0f.' W. H. Sears
Cornell Aeronautical Lab. Inc. 1 Applied Me.chanics Department 1 'P. 0. Box 235
1 Buffalo, New York 1k221 1 DougiasAircraft Co., Inc.
Aircraft Division
'Long Beach, Calif. 908O8
Attn: Mr. John Hess 1
I- ONAUTICS, Incorporated
Editor
Engineering Index, Inc. 3k East k7 Street
-New York, New York 10017 Esso International
15 West 51 Street
New York,.NewYork 10019 Attn: Mr. R. J. TCyIo
Const. and Dev. Div. Tanker Department General Applied Sciences
Laboratories, Inc.
Merrick- and Stewart Avnues Westbury, L.I., New York 11590
Attn: .- Dr. F. Lane
Electric Boat DiVision
.Getieral Dynamics Corporation
Groton, Con 036'l-O
-Att-n: Mi. H. E. Sheets General DynamiCs/ConVair San Diego, Calif. 92112
Attn: Chief of Hydrodynamics
Gibbs and Cox, Inc. 21 West Street
NewYork,-- New York. 10006 -Grumman Aircraft Engr. Corp. Bethpge, L.I. New York ll711.1
Attn: Mr. W. P. Carl
Harvard University
Cambridge, Mass. 02138
Attn: Prof. G,. Brkhoff
Dept. of Math.
Piof. G. F. Carrier
Applied Sciences
HYDRONAUTI CS, In orpora ted
Pindell School Road Howard County Laurel Maryland. 20810 Attn: Mr. P. Eisenberg Mr. M. F. Tulin Direct-or Hudson Laboratories
l+5
Palisades StreetDobbs Feri'y, New York 10522 1
Hydro Space AssoOia'es
3775
:Shr'id DriveSherman 0ak, -California
9l1.03
Attn: Dr. Leonard Fade 1
1
University of Illinois College of Engineering Urbana, Ill. 6-1803 -
-Atth: Dr. J.M. Robertson
Theoi'etical- and Applied
Mechani-c DeaPtment State University of Iowa 1 Iowa Institute of Hydraulic
Research, Iowa City,
Iowa
522k0
Attn: -Dr. John Kennedy 1
1 Dr. L.. LandWeber
State University of IoW. Iowa City, Iowa 522kG
Attn:
Dr.
Hunter Rouse 1The Johns Hopkins University Mechanics DepartelTt
Baltimorë, Md. 21218
Attn: - Prof. 0. M. Phillips 1
Kansas StateUniversity
Engineering Experiment Station Manhattan, Kansas 66504
'Attn: Prof. D. A. Nesmith 1
Univerity of Kansas Lawrence, Kansas 66045
Attn: Dean College of
Engineering Lehigh University
Bethlehem, Penn. 18015 :Attn: Civil Engr. Dept.
Lockheed Missiles and Space Co.
P.Q. Box504
Sunnyvale, Calif. 94088
Attn:Dr.J. W. Cuthbert
Director
Institute for Fluid Mechanics and Applied Mathematics University of Maryland College Park, Md. 20742 The Martin Company
Research Department Baltimore, Md. 21203 .Attn: Dr. M. V. Morkoviri Massachusetts Institute of Technology Hydrodynamics Laboratory Cambridge, Mass. 02139
Attn: Prof.. A. T. Ippen
Maritime College New 'York University '
State Uriversity of New York University Heights Ft. Schuyler, Bronx, N.Y. 10465 Bronx, New York 10453
Attn: Prof. J. J.Foody. 1 Attn: Prof. W.J. Pierson,Jr' 1 Massachusetts Institute of Tech. Department of Naval Architecture
and Marine Engineering Cambridge, Mas. 02139 Attn: Dr. A. H. Keil 1 Prof. P. Mandell 1 Prof. P. Leehey 1 Prof. F. M. Lewis 1 1 Mr. Neal Brown 1 Prof. M. Abkowitz 1 Prof. J.E. Kerwin 1 1 Massachusetts Institute of Tech.
FluidDynamics Research Lab. Cambridge, Mass. 02139
Attn: Prof. H. Ashley 1
Prof. M. Landahi 1
1 Prof. J. . DUgundj! 1
Measurement Analysis Corp. 10960'.Santa Monica Boulevard
Los Angeles, Cali'f; 90025
Attn: Dr. P. H. White 1
1
University of Michigan
Dept. ofNaval Architecture and Marine Engineeiing
AnnArbor, Michigan 48105
Attn: Prof. H. Benfórd
Dr. F.C. Michelsen Midwest Research institute 425 Volker Boulevard
Kansas City, Missouri 64110
HYDRONAUTICS, Incorporated
-8--The Rand Corporation 1700 Main Street
Santa Monica, California 90401 Attn:. Dr. B. Parkin
Director
Scripps Institution of Oceanography
University of Ca1ioPtiia
La..Jolla, Calif.
92O8
Society of Naval ArchiteOts and Mar.ne Engineers 74 Trinity Place
New York, N. Y.
10006
1 Southwest ReseaPch Institute Dept. of MechatiicalSciexices8500
Culebra RoadSan Antonio, Texas 78206 Attn:Dr. H. N. Abramson Stanford University
Dept. of Civil Engineering Stanford, Calif. 9430.5
Attn: Prof. R.. L. Street
Prof. B.. Perry
Stanford Research Institute Menlo Park
Califorflia
94025
Stevens Institute of Techhology Davidson Laboratory
711. Hudson Street. Hoboken, N. J.
07030
Attn: Dr. John Breslin
Dr. F. H. Todd
Office of Naval Research: Branch. Office, Box
39,
FF0.New York, New York
09510
25 St. AnthOny Falls Hydraulic Lab,University .of Minnesota Mitneapolis, Minn.
55414
Attn: Director 1Dr. C.S.Song
1 Mr. J. M. Wetzel 1 Mr. J. M. Killen 1 Mr. Frank Schiebe 1New York University
Institute of Math. Sciences 25 Waverly Place
New YOrk, New York
10453
Attn: Prof. R. Courarit 1
Prof. J. J. Stoker 1
Prof. A. Peters 1
Prof. J. Keller 1
University of No.re Dame
Notre Dame, Ifldiana
46556
Attn: Dr. A.G. Strandhagen 1
Dr. J. D. Nicoläides 1 Oceanics, Incorporated.
Technical Industrial Park Plainview, L.I., N.Y.
11803
Attn: Dr. Paul Kaplan
Pennsylvania.State Unversity Ordnance Reearch Laboratory .:University Park, Penn. 16801
Atth: Prof.. G. F. Wislicenus
Director, Water Tunnel Princeton University
Gas Dynamics Laboratory Dept. of Aerospace and.
Mechanical Siences.
The JaniesForrestalRes. Center Princeton, N. J.
08540
Sperry Gyroscope Company Great Neck
Long Island, New York 11020
Attn: Dr. J. Chadwick
Mr. D. Price Sperry-Piedmont Company Charlottesville, Va. 22901
Attn: Mr. T. Noble
Sun Shipbuilding and Dry Dock Company, Chester, Pa. 19013
Attn: Chief Naval Architect
Robert Taggart, Inc. 3930 Walnut Street
Fairfax, Virginia 22030
Attn: Mr. Robert Taggart
Technical Research Group, Inc. route 110
Melville, L. I., N. Y.
ii76
Attn: Dr. Jack Kotik
University of Tennessee
Engineering Experiment Station Knoxville, Tennessee 37916
Attn: Dr. G. H. Hickox
Director, University of Texas Defense. Research Laboratory P. 0. Box 8029
Austin, Texas 78712 Therm .Advanced Research Therm, Incorporated Ithaca, New York 1k850 TRACOR Incorporated 1701 Guadalupe Street Austin, Texas 78701 Tuskegee Institute School of Engineering Tuskegee, Alabama 36088 1
1 Applied Physics Laboratory University of Washington
1013 East 11-Oth Street
Seattle, Washington 98105
1 Attn: Director 1
Webb Institute of Naval Arch. Crescent Beach'Road, Glen Cove, L. I., New York 11542
Attn: Prof. E.V. Lewis
Prof. L. W. Ward
Director,. Waterways Experiment Station, Box 631
Vicksburg, Mississippi 39180. 1 Director, Woods Hole
Oceanographic Institute 1 Woods Hole, Mass. 02511.3
Alden Hydraulic Laboratory
Worcester Pb1technic Institute Worcester, Mass. 01609
1 Attn Director. 1
Newport News Shipbuilding and Dry Dock Company
11.101 Washington Avenue. Newport News, Va. 23607
Atn:
Systems DepartmentOf fi cer-in-Charge
Annapolis Division, Naval Ship Research and Dev. Center Annapolis, Md. 2111.02
UNCLASSI FlED
Security Classification
D D
FORM- I JANe4 UNCLASSIFlED
Security Classification
DOUMENbNfROLDA?A-R&D
(Security claaeiflcaluxaof title bodyofas_c,zidindexingannotationmust be entered when theoverall report a elaastied)
I ORIGINATING ACTIVi'Y (Corporateauthor)
HYDRONAUTICS, Incorporated, Pindel I School Road,-Howard County, Laurel, Maryland
2a REPORT SECUR?TY CLIF1AIO
Unclassified 2b. GROUP
3. REPORT TrftF
CHOKING OF STRUT-VENIILATED FOIL CAVITIES
4. DEScRIPTIVE NOTES (Type of táñdinch'sivèdates)
Final Technical Report
5. AUTHOR(S) (L jtn,e. fimtname. Initial)
Elata, Chaim 6 REPORT DATE May, 1 967' 75 TOTAL NO OF PAGES 53 7b NO F REFS 16
es CONTRACT OR GRANT NO.
N 0001 4-66-00003
b. PROJECT NO.
C.
d.
9a. ORIGINATORS REPORT NUMBERIS.) Technical Report 605-2
9b. OTHER RPORT NO(S)(Anyothernwnber thatmay be a,aied
-thie tnport.i
10. AVAILABILITY/LIMITATION NOTICES
-Qualified requesters may obtain copies from DDC
ii. SUPPLEMENTARY NOTES - - 12. SPONSORING MILITARY ACTIViTY
Naval Ship Research and Development Center Department of the Navy
13 ASTRACT
t'resented in this report are the results of an base vented strut cavities. In practice such base
vide the ventilation air for the foil through the entrainment in ventilated cavities is derived
mental data except at low cavitation numbers, tational effects may become important.
The shape of the cavity behind a strut, supporting is shown that the shortest section of the strut cavity
controlled by the air flow through it.
The choking phenomenon is analyzed by relating
air demand of the foil cavity. From this analysis
A series of-experiments is described i.n which, choking was determined as a function of free stream
sure. It was found from these experiments that
Frh
Investigation of
vented struts support
strut cavity.. An
This expression
when free
surface-a strut-ventilsurface-ated
is at the free
the air flow a choking coefficient
for three strut-supported
velocity, angle
choking would occur
the 'choking" phenomenon in
a ventilated foil and
pro-expression for the rate of air fits previously reported
experi-solid boundary- and
gravi-foil, is analyzed. It surface, and that its length is
through the strut cavity to the CCH is defined.
foils, the depth at of attack, and air
pres-fpr
Ventilated cavities
Air entrainment
1. ORIGINATING ACTIVITY: Enter the name and address
of the contractor, subcontractor, grantee, Department of De-fense activity or other organization (cozporate author) issuing
the report.
REPORT SECUITY CLASSIFICATION: Enter the
over-all security classification of the report. Indicate whether "Restricted Data" is included. Marking is to be in accord-ancé with appropriate security regulations.
GROUP: Automatic downgrading is specified in DoD
Di-rective 5200.10 and Armed Forces Industrial Manual. Enter the group number. Also, when applicable, show that optional
markings have been used for Group 3 and Group 4 as author-ized.
REPORT TITLE: Enter the complete report title in all
capital letters. Titles inall cases should be unclassified. ii a meaningful title cannot be selected without
classifica-tion, show title classification in all capitals in parenthesis
immediately following the title.
DESCRIPTIVE NOTES. If appropriate, enter the type of
report, e.g., interim, progress, summary, annual, or final. Give the inclusive dates when a specific reporting period is
covered.
AUTHOR(S): Enter the name(s) of author(s) as shown on
or in the report. Enter last name, first name, middle initial. If military, show rank and branch of service, The name of the principal author is anabsolute minimum requirement.
REPORT DATE.. Enter the date of the report as day.
month, year, or month, year. If more than one date appears
on the report, use date of publication.
TOTAL NUMBER OF PAGES: The total page count
should follow normal pagination procedures, i.e., enter the
number of pages containing information.
NUMBER OF REFERENCE& Enter the total number of
references cited in the report.
Ba. CONTRACT OR GRANT NUMBER: If appropriate, enter
the applicable number of the contract or grant under which the report was written.
8b, Sc, & 8d. PROJECT NUMBER: Enter the apprbpriate military department identification, such as project number,
subproject number, system numbers, task number, etc. ORIGINATOR'S REPORT NUMBER(S): Enter the
offi-cial report number by which the document will beidentified
and controlled by the originating activity. This number must be unique to this report.
OTHER REPORT NUMBER(S): If the report has been
assigned any other report numbers (either by the originator or by the sponsor), also enter this number(s).
10. AVAILABILITY/LIMITATION NOTICEE Enter any
lim-itations on further dissemination of the report, other than those INSTRUCTIONS
-imposed by security classification, using standard statements such as:
"Qualified requesters may obtain copies of this
report from DDC."
"Foreign announcement and dissemination of this report by DDC is not authorized."
"U. S. Government agencies may obtain copies of
this report directly from DDC. Other qualified DDC
users shall request through
"U. S. military agencies may obtain copies of this report directly from DDC. Other qualified users shall request through
,,
"All distribution of this report is controlled. Qual-ified DDC users shall request through
If the report has been furnished to the Office of Technical Services, Department of Commerce, for sale to the public, indi-cate this fact and enter the price, if known.
11 SUPPLEMENTARY NOTE& Use for addibonal
explana-tory notes.
SPONSORING MILiTARY ACTIVITY: Enter the name of
the departmental project office or laboratory sponsoring (pay-ing for) the research and development. Include address.
ABSTRACT: Enter an abstract giving a brief and factual
summary of the document indicative of the report, even though
it may also appear elsewhere in the body of the technical re-
-port. If additional space is required, a continuation sheet shall
be attached.
It is highly desirable that the abstract of- classified reports be unclassified. Each paragraph of the abstract shall end with an indication of the military security classification of the in-formation in the paragraph, represented as (TS). (S), (C), or (U).
There is no limitation on the length of the abstract. How-ever, the suggested length is from 150 to 225 words.
KEY WORDS: Key words are technically meaningful terms
or short phrases that characterize a report and may be used as index entries for cataloging the report. Key words must be selected so that no security classification is required.
Ider,ti-fiers, such as equipment model designation, trade name, military project code name, geographic location, may be used as key
words butwill be followed by an indication of technical
con-text. The assignment oi links, roles, and weights is optional.