ç) t'i C)
4 = p = Notation Ships speed. Resistance. Effective power.
Mass density of water - normally at 15 degrees C
(59 degrees F).
s = Surface area.
A = Sectional area.
c = Mean chord length of appendage.
t = Maximum thickness of appendage.
CF = Frictional drag coefficient at a Reynolds Number (R) based on the length of the appendage and ships speed.
C = Drag coefficient based on the area of the maximum transverse
I
section.
d = Mean diameter of shaft and shaft bracket barrels 1
12d2+13d3
12+13
li = Total length of shaft and barrels (one side) = 12 + 13 12 = Length of shaft bracket barrels.
13 = Length of exposed shaft.
Diameter of shaft bracket barrels.
Diameter of exposed shaft.
h Vertical distance between centre of propeller boss and hull.
Note: Consistent units (ie Imperial or SI) should be ied throughout.
I L t ¡ i e
THE DETERNATION OF APPENDAGE RESISTANCE
OF SURFACE SHIPS By R W Peck
1. INTRODUCTION
The effective power due to arendage resistance
represents a
considerable proportion of the total
E of a vessel. While it is important that the assessment
of appendage resistance should be
reasonably accurate consistency of method is probably more important. Any short-comings in the actual values obtained
can be taken into
account by use of correlation
factors derived from ship results and model predictions.
The methods of determining the resistance of
appendages etc for
surface ships and submarines
were collated at AEW in 1968 (Reference i).
Since then however with the advent of metrication and the adaption of the ITTC model-ship correlation in determining
ship resistance it is considered that
some revision and up dating of the previous methods is desirable.
2. The following appendages
have been considered:-Bilge keels.
Rudders.
e. Stabiliser fins.
Shaft bracket arms.
Shaft bracket barrels and shafts.
Wind resistanc.
Condenser inlets and outlets. Sonar domes.
3.
DETAILS OF THOD OF ASSESS?NT
3.1. Bilge KeelsTo date, resistance of the bilge keels has been arbitrarily
taken as 12/3
times the calculated
skin friction (using the specific resistance
appropriate to length of keel) for the
exposed surface of the bilge keels, the skin
friction of the ships hull masked by the bilge keel being deducted. (References
i and 2.) Adopting a slightly
more rational approach, the bilge keel drag may be considered in two
Interference drag reduces as the angle between the hull and bilge keel plating increases je as dimension z increases (see Figure 1).
In any intermediate situation
= Psv3 CF (2 2z y)
Figure 1 Figure 2
Thus when z = x + y le no bilge keel, additional drag = O and when 4 z = O le a plate keel, interference drag is taken as equal to skin
friction drag = psv2 Cr.,.
I
T
i
The accuracy requlred from such an empirical formula is such that it is not necessary to calculate S precisely and for normal bilge keels
S = L(x + y) where L is obtained as shown in Figure 2.
I
The formula then rethices to:- f
= pLV3 CF(x + y - z) in appropriate units
If the shape of the bilge keel is such that varies greatly, a
mean value may be found by
taking:-area of hull covered by bilce keel I
wetted surface of bilge keel
Foul in g
¡
To obtain PE for the bilge keel of a vessel six months out of dock in
tropical waters an additional 0.56 CF should. be allowed on the skin friction portion of the (Reference 3).
le
E skin friction = pLV3 (x + y - z) x 1.56 CF
interference = pLV3 (x + y - z)CF
Therefore 6 MOD troncal = 1.28 pLy3 CF
Cx + y - z).
In temperate waters half the tropical allowance for fouling should be used
and the total is given by:
2
t
t
I t
6 MOD temperate =i.i1 pLV3 CF
Cx + y - z)
3.2. Rudders, Shaft Bracket Arms and Stabiliser Fins
Treating all these items as foil type sections a single formula has
been devised based on Hoener (Reference 14). The drag coefficient
appropriato.t
frontal area is givenby:-CD=Cf[1.25_
140(t
31 [ C(F) A C(A) j CçA Figure 3where c = mean chord length
= C(F) + c(A)
S = surface area
A = frontal area of maximum section
t = maximum thickness
-CF = skin friction coefficient from ITTC formulation
In the case of thin foils S/A can be taken as
Then clean =
pCD AV3 in appropriate units.
Note: In the case of rudders 1.1V should be used in obtaining
Reynolds number and resistance, hence for rudders PCD AV3 x (1.1)2
Foulin
cH
To allow for fouling the skin friction portion of the formula
(ie or -) should be increased by the appropriate amount.
For six months out of dock in tropical
conditions
this would be
0.56.
i
t
1 25 c
+ 1.56 () + 140
(
t
)Such that
6D tropical
= CF [
c(F)
C(A)
In temperate conditions the corresponding formula is
6 MDD texrrnerate = CF
14
3
+ 1.28 (-) + 140 (_
AC(A)
Note:
Fast Patrol Boats should be
treated as a special
case.
fl-ien
estimating the shaft bracket
resistance for these and similar
craft
Reference 5 should be consulted
since the resistance
measured on
full scale model FF3 brackets
was considerably in excess of that
obtained from the then
current formula and the formula detailed herein.
3.3.
Shaft Bracket Barrels and Shafts
Twin Shafts
The following formula, deduced by R E Froude from model experiments has
been used at AEW to estimate
the resistance of shaft
bracket barrels
and shafts.
t
b d V2
t
R tons (for 2 shafts)
10,000
where
b = distance of centreline of shaft from centreline plane of
ship in feet.
= mean diameter of shaft and
barrels in feet.
V = ship speed (in knots in above formula).
If R
= CD
pAV2 it
can be shown that from the above
formula
CD
= 0.019
where i is the length of the shaft and barrels and
A = ld1.
In deriving his formula Froude took the ratio
as a measure of the
'fineness of run' of
the shaft relative to the
hull and this gave
him a measure
of the cross flow.
It may be argued that in
present
warship desis the
vertical distance h between
the centre of
propeller and the hull
would be a. better measure of cross flow.
Comparing several
recent twin screw warship
desis the value
varies between 0.9
and 1.0 (except for
wide beam vessels)
so
that in using h instead of b the estimate of resistance is not greatly
affected.
I
1.25
CC(F)
i
Froude also considered that the ship appendage resistance was
approximately 0.5 that scaled from model whereas opinion expressed
in more recent papers (References
6and 7) indicates that perhaps
an appendage coefficient of 0.7 may be nearer.
0.7 (b or h
This would make CD
= 0.079 x
0.5
¿
-
(b or h)
-.
i
It is therefore considered that in estimating the resistance of shafts
(2 in nunber) the following formula should be used.
R = CD
pAV2 in appropriate units
_01h
hCD
-.
- 10
R
phd1 V2
SinQle Shafts
A CD
value of half that for twin shafts should be
taken ie
h
iCD =20
or
hd1 V2
Fouij0
To allow for fouling
at the tropical rate for
6months out of dock
1.56 times the
clean
should be assumed.
In temperate conditions 1.28
times the clean
should be assuned.
h
= vertical distance between centre of propeller and hull.
11
total length of shafting and barrels (one side).
d1 = mean diameter of shafts and barrels.
A
= d1 x l.
V = ship speed.
The resistance may then be written
as
20
using appropriate units
ii
6
L
Note: In estimating the resistance of shafts for Fast Patrol Boats
Reference 8 should be consulted. Values of CD obtained from
f'ull-scale experiments for various angles of shaft inclination are quoted
therein.
3.14 Wind Resistance
Pn assessment of the wind resistance to the forward motion of a
vessel is required to be made. In calculating the wind resistance for a given trial condition the method described in Reference 11 in
con5unction with the serni-emperical relationship between drag
coefficient and aspect ratio given in Figure 4.
When making standard corrections for wind it is usual to allow for a 10 knot wind up and down the measured course, such that the relative velocity becomes V . + 10 or
ship
-(V + 10)2 + (y - 10)2
S
V 2 + loo
2 s
The source of the information from which Figure 4 was obtained can
be found in Reference 9.
3.5.
Condenser Inlets and OutletsAn allowance for these items is only made where the circulating water is induced without the use of main circulating purrrps.
Not many ships are capable of producing sufficient head naturally and hence pumps are invariably in use at the maximum desi-i speed end therefore no additional allowance is made.
Where it is necessary to estimate the additional due to main circulating water systems the following is calculated.
Resistance due to change of momentum of water entering the
inlet from the boundary layer.
Resista-ice due to loss of available head through the system. Resistance due to outlet lip if fitted.
Resistance due to change of momentum of flow leaving the
outlet end entering the boundary layer.
Methods for obtaining this resistance are detailed in Reference 10.
3.6.
Sonar DomesResistance experiments are progrenmed with double models of sonar domes
and the results of these experiments will be reDorted separately.
Meanwhile the formula in paragraph 3.2 should be used and where
i
I
Reference 2.
AEW Report dated iii May
1923.
Notes on Methods of
Estimating Resistance of
Appendages at Haslar.
Reference 3.
AEW Technical Memorandum
No 13/73.
Analysis of
Surface Ship Resistance
Experiments.
UNCLASSIFIED.Reference 14.
Aerodynamic Drag by S F Hoerner.
Reference 5.
PEW Report No 69/5I.
Resistance of Shaft Brackets
of Fast Patrol Boats.
CONFIDENTIAL.Reference 6.
An informal Note on the Appendage. Scale Factor
.
British Hovercraft Corporation.
EEL/5246014 dated
15 June 1973.
Reference 7.
Reference 8.
Reference
References
PEW Technical Memorandum No 141/68.
The Determination of Appendage
Resistance.
UNCLASSIFIED.
An Investigation of the Scale
Effect of Appendage
Resistance of a Geometrically
Similar Series of
Models of the DD71O Class
by Klemm and Buckingham,
Webb Institute of Naval Architecture.
CONFIDENTIAL.PEW Report No 1414/514.
Resistance of Propeller
Shafts.
CONFIDENTIAL.
PEW Technical Memorandum No 114/68.
Wind on Tide
Drags on Various Geometric
and Ship Superstructure
Shapes.
UNCLASSIFIED.Reference 10.
PEW Technical Memorandum
No55/57.
Apendage Resistance.
Main Circulating Water
Systems.
UNCLASSIFIED.Reference 11.
PEW Technical Memorandum No 76018.
Calculation of Power Due to Wind Forces.
UNCLASSIFIED. Ii
i
Io- o
9-0
9-O70
-0
50
4-0
30
2-O O-6o-5
o-ç
o-e
0-,
j
NOTES
O.4 -
fr'AX-.
. ALL
3 ASPECT
OVERALL.
R.SPET
(JE.
54
iS
Wi7ERL
,A/N
HO VE I R5T7/O,V4L
(ASCLPROFILE ARPR
AReL
1.5LENCTH.
OF PROFILE PER/t-7ETER
TI-f.
THE PROF/LE
SU.°ERSTRUCTURE
3UCI-I /TEt'IS
SLCTIOA' oJEC7S
TR'SVEÁ'SC
PLAN,
NOT
14REA
/RE FOR
1$ THE PROF/LE
HALF OVERALL
AS FIRSTS,
Sud-I
PCRIfr7E
FUNNELS
YAW ANCLE
PLAN
LENGTH (EX.
TER TO
L TC,
$PARS OÊRR/CXS
AS TAIL FINS
AREA
IN
OF
I.J.L.)/
/NCL
O,V THE ¿IDE -CMSEETC.
O Z'ECR.EES.
OP .5W/PS,- STREAP'-YL/NE
R,qTlO
RATIO
ro
)/ovE/'ALL
TI-lE RATIO
INE
ITEMS
BUT
RC RA P T. i iDR,iC COEFFJC/ENT.
¿EA/CTH.
L.ENC
OP
o 04 O-
0-06 0-07
0-0.90-20
0-30
0 40 0-50 0 O O-70
O - 9o/O-08
O-IO0.o
ASPECT RATiO PROF/LE (PÑ)
FIG. 4 DRAG COEFFICIENTS
FOR SHIP FORMS
AND GEOMETRIC
SHAPES. WIND OR TIDE FORE & AFT
&¡
I