HYDROMECHANICS
0
AERODYNAMICS0
STRUGTUR4L MECHANICS0
APPLIED MATHEMA11CSApril 1959
by
Eugene Po Clement
and
Jaies D0 Pope, LTJG
USNGRAPHS FOR PdF0DICT .LNG THE ISI3TNGE
OF LARGE STEPLES PLANING tJLLS
AT HIGH SPES
HID MEGrIAN lOS LAORAT OR!
RESEARCH AND DEVELOPMENT REPORT
V.
uITe
Technische Hogeschool
Deift
Apr
1959
GRAPHS FOR PREDICTING TH RESISTANCE
OF LJGE STEPLESS PLANING HULLS
AT HIGH SEES
by
Eugene P. Clement and James D. Pope, LTJG,
USNReport 1318
NOTATION
Aspect ratio, b/
b Beam of planing surface, ft'
Cf. Skin-friction ôoefficient
Lift coefficient based on principal wetted area,
t/pSV2; also, GequalsC*Q
Lifting line term in expression for Cross-flow term in expression for
Froude huznber based on volume of water displaced at rest,
V
in any consistent units V/ t/gV 1/3
Acceleration due to 'gravity, 32.16 ft/sec2
L Lift of planing surface, lb
Mean wetted length (distance from aftend of planing surface to the mean of the heavy spray line), ft
Center-of-pressure location (measured forward of trailing
CP edge), ft
1cp Nonimensional center-of-pressure location
R Resistance of planing surface, lb
Re Reynolds number, V1,
S Principal wetted
iea
(bounded by trailing edge, chines,and heavy spray line), sq ft
S5 Area wetted by spray, sq ft V Horizontal velocity, ft/sec
vm Mean water velocity over pressure area
Angle of deadri.se, radians unless otherwise 'stated
Trim (angle between planing bottom and horizontal),
radians unless otherwise stated.
Kinematic viScosity, sq ft/sec Gross weight, lb
Effective increase in friction area length-beam ratio due to spray contribution to drag
Graphs are preseflted for pedicing the resistance of
steples planing hulls at highspeeds. These grphs were developed from semiempiical equations derived by the
National Aeronautics. and Space Administration for the pure
planing lift and center-of-pressure on flat and V-bottom
planing surfaces. The development of the graphs is ex-plained, and an example is presented to show the process of estimating the resistance of a typical large planing boat. A comparison of the resistanôe cuzves determined from model tests with the values of high-speed resistance obtained from these graphs shows good agreement.
INTRODIJGT ION
A recent report by the National Aeronautics and Space Administration1 (formerly the National Advisory Committee fOr Aeronautics), presents semi-empirical equations for the pure planing lift and center of pressure on
flat an V-bottom planing surfaces. This reference shows that there is good agreement between the equations and data from extensive tests of prismatic planing surfaces0 Solutions to these equations for the range of values of aspect ratio, trim angle, and deadrise angle applicable to stepless planing boats were calculated at the David Taylor Model Basin by electronic digital computer. The solutions are given in graphical form in
the present report. Equations for resistance were also developed. These
are presented, together with solutions in graphical form. Auxiliary graphs are also presented to facilitate the process of predicting the performance
of stepless planing boats. A sample perQorrnance prediction is made, and
the results are compared with the resuIts Of a model test.
DEVELOPMENT OF GRAP!S
The equations presented in Reference 1, for flat and V-bottom planing surfaces having straight sections, are as follows:
Lift
Lifting line
= O.57rA1 cos2T
ABSTRACT
1Raferences are listed on page 6.
term Cross-flow term CL
ship
Center of pressure
-c
=
0.875
°LL + 0.50
C(2)
'rn 0L3
Solutions to Equations (1)
and
(2) are presented in graphical form in Figures 1 and 2, respectively.The resistance of a prismatic planing bottom can be expressed as:
R.
= L tan T+/cVm 230f+P V
5$ CoS$
Cfwhere Vrn is the mean water velocity over the pressure area,
S5 is the area wetted by spray, and
B is the angle between the outer spray edge and the keel and is measured in a projected plane which is parallel to the keel and normal
to the usual hull
centerline.As in Reference 2, for simplification, let
53 cos
0
iiXb2
Reference 2 gives both a mathematical expression and a
graph
ofAn expanded version of the graph, including additional trim angles,
is presented in Figure
3.Eliminating S3cos8 and S by means of Equation
(4)
and the
relation-C
=
L-
2
the expression for resistance becomes
R L tan
T+
L Cf 2A
.cb2
Cfcos
The term b2 can be eliminated as follows:
birn
5=
cos1gand
lIn=-A
Then
s_
bb/A =
b2
- cós,
From Equations (3) and (10)
so that
From Reference
3,
1m=
A
Re-'
-
Vim 1IAcos':ii- Vcc.v2
2
or, in a slightly different form,
)-Vr2Lc0516m
-(13) (14) (15) (16)v
V V cos'T cos, (17)Curves of Ft//i were calculated for a displacement of 100,000 pounds
for the same range of values of A, T , and,8 previously assumed for calculating lift coefficient and center of pressure0 The curves of R/ are given in Figure 4. It is interesting to note that it was not neces-sary to specify the speed for the purpose of calculating R/I , because
for the assumed condition of constant values forA, A,T, and
A
bothresistance and R/4 are independent of speed in the planing condition. Substituting for S from Equation (5), the equation for b2 becomes
b2..L
Aoos,9
(10)21.3
Next, substituting this value for
b2
in Equation (6), the followingexpression is obtained: 2
R =Ltan
+ L+ L
L... (11) Then R/L == tanT +
Cf[2
+
] (12)C1C is given by Equation (1), Cf is given as a function of Reynolds
numberThy the 1947 &TTC friction formulation, and Reynolds number is
In Figure 5 are curves of ]./b against aspect ratio with trim
angle as parameter. These curves re presented to facilitate the
pro-ces of predicting the performance of stepless planing boats. Values
of l/b were calculated from the available values of 1p/1m and aspecrtio mehs of the relationship
.
lCp
_;
-m
b
11mResistance., trim angle, and wetted surface in the planing condi-.
tion can be determined readily from the graphs which have been
present-ed. The graphs can be used to determine the performance of a projected
design for a stepless planing boat, and also to show the effects on
performance of changing the major planing parameters; i.e.., the effects of 'changing load, beam, center of gravity location, or deadrise.
The following example' shows the process of estimating theperforin-ance of a typical planing boat. The dimensions assumed are as follows:
Displacement: 100,000 pounds,
xjmuni beam over chines: 15.9 feet,
Average deadrise angle fr fter half of length: 10 degrees, Distance of g.for!ard..of..transnl; ?7,9 feet0
The iiumbered columns below indicate the sequence of the calcula-.-tion process;
First, a number of trim angles are assumed and entered in Column 1, Next, the ratio 1/b is determined. This is:
=
27,9/15.9= 1.76
Then the values of the aspect ratio A for the different trim angles
are read from Figure 5 and. entered in Column 2, Next, 'values of R/ are
read from Figure 4, and entered in Column 3. Then, multiplying the values of H/ by the boat displacement (100,000 pounds) will give the
T
(2) (3) R/ . () . G b'/A (6) 100,000 (7) V, fps (8) V,Knots (9) FniO
.486 .319 .0078 520 . 24,630 151 93.0 8.12 105 .481 . .208 ,01l9 525 . l6,00Q . 126 74.6. . 6.55 2.0 .476. .164 .0161 530 11,720 108 64.0560
2.5 .472 .142 .0205 535 9,120 95.5 56.6 4.94 3 0 .467 .131 .0252 541 7,340 85 7 50.8 4043 3.5 .463 .1265 .0298 545 ,i60 7805 4605 4.06 4.0 .459 .1255 .0348 550 5,220 72.2 42.8 3.74boat resistance in pounds0
(These
values have not been entered above,)The resistance is now known, and the remainingcalculations are for the purpose of determining the corresponding values of speed. The speed is
determined by solving for V in the expression C
_./*,Osv2,
with*Passi.üüéd equa1 to 1.
Then V2
s
is read from Figure 1 and enteed in Column 4. Next, S is
calculated from the relatiohip S = 'b/A and entered in Column 5. The
quantity lOO,OOO/3C
is then computed and entered in Column 6. Thesquare root of Column 6 gives the velocity in feet per second (Column 7). Speed in knots has been entered in Column 8, and the dimensionless speed coefficient Fn in Column
9.
The dimensions of the boat selected for the above example were, the
same (as regards gross weight, beain,.and LOG location) as the dimension
of a design for which the resistance had been deteraned from tests of a
geometrically similar model (TI Model 4667Reference 4), However, the deadrise assumed above was 10 degrees9 while the doadrise of the planing
bottom of Model 4667 was 12* degrees. Accordingly, the above calculation process was repeated for a deadrise angle of 15 degrees, and the results averaged to give a predicted resistance curve (except for the air-drag)
'for a boat having a deadrise angle of 12* degrees,
Values for the air drag of a planing boat model were obtained by repeating a test of a representative planing boat model behind a wind screen which eliminated any air drag on'the model. The difference, at
each test speed, between the total. drag value without and with the wind
screen, gave the amount of the air drag on the model. In the planing range the air drag was found. to be equal to 5 percent of the hydro...
dynamic drag. .
In Figure 6 the resistance values obtained as described above
(and increased by 5 percent to include an allowance for air drag) are compared with the resistance values as predicted from a test of
Model 4667 (This is the middle comparison of the three shown.) Two
other comparisons, arrived at in the same manner, which represent the approximate extremes of loading for planing boats, are also shown in
Figure 6. It can be seen that, in general,' there is close agreement
between the predicted and experimental values of resistance, Evidently,
then, by means of the graphs in this report, it is possible in a short
time to make quite accurate predictions of thE high- speed planing -resistance of stepless planing boats.
REFERENcES
1 Shuford, C L , Jr , "A Theoretical and Lxperimental Study of
Planing Surfaces Including Effectsof Cross Section and Plan Form,'1 National Aeronautics and Space Adminitration Repoit
1355 (1958).
Savitsky, D. and Ross, E.W., "Turbience Stimulation in the
Boundary Layer of Planing Surfaces. Part II, Preliminary Experimental Investigation," Report
444,
Experimental TowirgTank Stevens Instituteof. Technology (Aug' 1952).
Chambliss, D.B. and Boyd, G.M., Jr., "The Planing Character-istics of Two V-Shaped Prismatic Surfaces Having Angles of Deadrise of 20 Degrees.and 40 Deree," NACA TN 2876 (Jan
1953).
Clement, E.P,, "Deeioprnent arid Model Tests of an Efficient
Planing HuJl Design," David Taylor Model Basin Repoit
13]4 (Apr 1959).
.04 .03 .02 .01
I
A
A
ArrdrA
/
"pp
0 1 2 .3 4 r(deg.)
Figure ]. - Lift Coeffi3ient versus Trim AngIe with Aspect
Ratio as ?araraeter
A.60
58 .55 .52 50 .48 .46 .44 .42 .40 .38 .36 .34 .32 .30 .25 .20.02
.01
WA
/
25
20
0 2 4(deg.)
Figure 1 (Continued)
.04
.03
CLS60
58 5552
50
48 4644
4240
38
3634
32
30
01
/
/
41
'"'p
$=.Ioo
.25
.20
0 1 2 3 4 r(cleg.)
Figure 1 (Continued)
.04
.03
0LS.02
A-.60
.58
.55
.52
.50
.48
.45
.42
.40
.38
.36
.34
32
.30
.04
.03
CLS.02
.0].
A
"Pr
vvrr
AMII
_______I
a
/
V
3=I5°
/
/
0
1 2w (deg.)
Figure 1 (Concluded)
3A-.50
.55
.50
.48
.45
.42
.40
.38
.36
.34
.32
.30
4.25
.20
.87
.86
.85
.84
.83
.82
1CP/lm
.81
.80
79.78
.77
.76
.75
0inn
k
NA.
.55
.25
.20
3 4 1 2r (deg.)
Figure 2 - Center of Pressure versus Trim Angle with Aspect Ratio as Parameter
.44
.42
.40
.38
.36
.34
.32
.30
.87
.86
.85
.84
.83
.80
.79
.78
.77
.76
/3
50
A-6.5
.55
.40
3836
34
.32
30
25
20
1 2 3 4r (deg.)
Figure 2 (Continued)
.75
t(deg.)
Figure .2 (Continued)
.25
.20
.87
.86
.85
.84
.83
.82
1c.p/lm
.81
.80
.79
.8
.77
.76
.60
.55
.50
.46
.44
.40
.38
.36
.34
.32
.30
.87
.86
.85
.84
.83
.82
lcp/lm
.81
.80
.79
.78
.77
.76
.75
0N
/3
=15°
1 2 T(deg.)
Figure 2 (Concluded)
3.60
.55
.50
.46
.44
.40
.38
.36
.34
.32
.30
.25
.20
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A .2O-.25 .30 .35, .40: .50 .60 (deg.)Figure 4 - Res±stanee versus Trim Angle with Aspect
Ratio as Parameter
C.
.3
.36 .3 .32 .3 .2 .26 RI £ .2 .2 .2 .1
ii'
'U
UL1iih
.UUa
/3
5
0
.20 .25. .30 35 .40 50 60 1 2 3 c (deg.)Figure 4 (Continued)
4 .1 .1 .1 .3. .40 .38.4 .3 .3 .3 .3
S..
iIiLik
IIIiIL_
/3=100
A-.20 .25 .30 .35 .40 - .50 .3 .2 R/a .2 .1 .1 .1 2 3Figure 4 (Continued)
4 .2 .2 .2.4 .40 .38 36 .3 .3 .3 28 R/8 .26 .2 .2 .2
/3=15°
c (deg.)Figure 4 (Concluded)
.1 .16 .1 A-.20 .25 .30 .35 .40 .50 .60 -.1 1 2 3 43.0 2.5
10/b
2.0 1.5 .30 .35 40 .45 50 56 .60 A (A8pect Ratio)3.0 2.5 S 2.0 1.5
Figure 5 (Gontinued)
.60 .50 .30 .35 .40 .45 A (Aspect Ratio).3.0 2.5
10/b
2 .0 1.5'5
a30 .30 .36 .40 45 A (Aspect Ratio). Figure 5 (Continued)3.0 2.5 2.0 1.5
p=..Io
I .30 .35 .40 .45 .50 .55 .60 A (Aspect Ratio)Figure 5 (Conàiüdèd)
0.4 0.3
+0.2
0.
F, =
Figure 6 - Comparison of Predicted and Experimental Values
of High-Speed Planing Resistance
2 0
H H I
I I o 0 0Predicted Experimental (Model 4667.Rer.4)
-0/
/
LC0-5%L art cent101d art A/v'P-6 LCG-5%L centroldLCG1O%L art centroid
2
4
6
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