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7/24/2019 Spanwise Distribution of Lift for Min Induced Drag
1/16
TECHNICAL NOTE
2249
THE SPANWISE DISTRIBUTION OF LIFT FOR MINIMUM
INDUCED DRAG OF
WINGS
HAVING
A
GIVEN LIFT AND
A
GIVEN BENDINGMOMENT
Robert T. Jones
Ames Aeronautical Laboratory
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7/24/2019 Spanwise Distribution of Lift for Min Induced Drag
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NATIONAL
ADVISORY COMMITTEE FOR AERONAUTICS
TECHNICAL NOTE
49
THE SPANWISE DISTRIBUTION
OF LIFT
FOR
MINIMUM
INDUCED
DRAG
OF
WINGS
HAVING A
GIVEN LIFT AND
A
GIVEN
BENDING MOMENT
By Robert T. Jones
SUMMARY
The problem of th e minimup induced dra g of w ings having a given l i f t
and a given span i s extended to inc lude
cases
i n which t h e ben ding moment
t o be supported by t he wing i s also g iven . A s i n t he c l a ss i cd l p roblem
of induced drag, th e theory i s l i m it e d t o l i f t i n g s u r fa c es t r a ve l in g a t
subsonic speeds.
t r ib ut io n can be obtained i n an elementary way which i s app l i cab le t o a
v a ri e ty of such problems.
responding spanwise load distribut ions are a l so g iven fo r t he case in
which th e l i f t and t h e bending moment about th e wing roo t are f ixed w hi le
the span i s al lowed t o vary.
the induced drag with a 15-percent incr ease i n span as compared with
re su l t s fo r an e l l i p t i c a l ly l oaded wing hav ing the
s a m e
t o t a l l i f t and
bending moment.
It
i s found th a t t he r equ ired shape of th e downwash di s-
Expre ssions f o r th e minimum drag and t h e cor-
The results show
a
15-percent redu ction of
INTRODUCTION
I n t h e problem of minimum induced dr ag
as
or ig in al ly t r ea te d by Munk
(references 1 and 2) t h e s pan of t h e wing and t h e t o t a l l i f t w e r e supposed
t o be g iv en and t h e d i s t r i b u t i o n of l i f t o ve r t h e sp an r e s u l t i n g i n
a
min-
innun of
drag
wa s
sought . The so lu t io n of t h i s problem thus provided
a
convenient lower bound for the induced drag of a wing of g iven dimensions.
In t h e p r a c t i c a l d e s i g n of wings the requirements for low induced
drag and the requi remen ts fo r s t ru c t u r a l s t reng th are opposed.
bending moment developed by th e l i f t becomes an imp ortant conside ra-
H e r e
t h e
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A
complete
l i s t
of symbols employed i n t he a na ly s i s
w i l l
be found in
the appendix.
GENERAL FORMULAS FOR LIFT,
DRAG, AND BENDING MOMENT
Reference may b e made t o t h e o r i g i n a l papers of P ra n dt l and Munk
( r e f e r ences
1
and
2 ) ,
o r t o any of th e s tandard te x t books on aerodynamics ,
f o r t h e fundamental developments of wing theory which form t h e b a s i s f o r
the c a l c u la t io ns of i nduced d rag .
i s
given by
I n t h e s e d ev elo pm en ts t h e o v e r -a l l l i f t
S
r d y
1)
J S
and th e drag
i s
given by
S
wi
r dy
In the se formulas th e wing span
i s
supposed t o ex tend a long th e y ax i s
between - s and + s ,
r
i s
t h e l o c a l c i r c u l a t i o n o r v o r t e x ' s t re n g t h , and
V
i s th e consta nt ve lo c i ty of f l ig h t . The induced downwash ve lo c i ty
w i
i s
var iable a long the span and
i s
c on ne ct ed w i t h t h e v o r t e x d i s t r i b u t i o n
l
(y)
t hro ug h t h e r e l a t i o n
With t h i s v a l u e f o r
W i
a
d ou bl e i n t e g r a l i n vo lv in g t h e s pan wise d i s t r i b u t i o n of l i f t
as
repre-
s e n te d by t h e c i r c u l a t i o n s t r e n g t h
th e express ion fo r t h e drag may be conver ted
t o
I
This i n te g ra l may be reduced t o a more symmetric fo rm i f
i t
i s i n t e g r a t e d
by p a r t s on t h e s u p p o s it i o n t h a t
I'
f a l l s t o zero
a t
t h e wing t i p s .
Thus1
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TN 49
I n mathemat ica l
terms the problem
i s
t o m in im iz e t h e d o ub le i n t e g r a l ,
equa t ion (5), whi le ho ld ing f ixe d va lue s o f
L = pV
lS+ dy
and
where
B i s
th e bending moment sp ec i f ie d about th e po int s o . For the
t i m e being
although
l a t e r
another example w i l l appear.
s o
w i l l
be taken as t h e o r i g i n , o r wing r o o t s o =
0),
Although t h e de r i va t i on of t h e formulas f o r induced drag lfiakes use
of
t h e c on ce pt o f t h e l i f t i n g l i n e , i t is i m po rt an t t o n o t e that t h e r e s u l t s
are n ot a c t u a l ly r e s t r i c t e d t o
t h i s appr ox ima tion .
well-known sta gg er theorem th e induced drag of
a
l i f t i n g s ur fa ce
w i l l
b e
e q ua l t o t h a t of
a
l i f t i n g l i n e i f t h e spanw ise l oa d d i s t r i b u t i o n s are
t h e same.
According t o Munk's
It should be noted fur ther tha t the induced drag of
a
wing having
a
g iv en l i f t a nd
a
given spanwise load d i s t r i bu t i on i s n o t a f f e c t e d by t h e
compr ess ib i l i t y o f t he
a i r
a t
subsonic speeds.
a d d i t i o n a l d r a g a s s o c i a t e d w i t h t h e f or m at io n o f waves
arises
and the
induced drag, which
i s
as so ci at ed with th e vo r t ex wake, becomes only
a
p a r t o f t h e t o t a l p r e s s u r e d ra g.
A t
supersonic speeds an
THE
DISTRIBUTION
OF DOWNWASH FOR MINIMUM DRAG
I n g e ne r al , i f t h e dr a g
i s
t o b e
a
minimum,
a
s m a l l
v a r i a t i o n i n t h e
shape of th e curve of spanwise loading
w i l l
produce no f i r s t -o rd er change
i n t h e d ra g.
t o t h e o r i g i n a l l o ad in g ; i t i s t hen necessa ry t o f i nd cond i t ions unde r
which t h e drag added by
a
s m a l l a d d i t i o n a l l o a d i n g i s zero.
The var ia t i on i n shape may t ak e t h e form of
a small
add i t ion
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Consider now an i n i t i a l di st r i bu ti on designed t o achieve minimum
drag. (See f i g . 1.)
The
drag added by
a
s m a l l
addi t iona l loading
w i l l
be composed of three parts,
namely:
1.
2.
3.
The drag of the addi t iona l l i f t ac t in g a lone
The drag of th e o ri gi na l loading ar i si n g from th e downwash
'J e
drag of the additional loading induced by the downwash field
f i e l d o f t he add i t i ona l loadi ng
of the or i g in a l load ing
I t e m
1
s of second ord er in terms of th e magnitude of t he added l i f t f or
smooth dis t r ib ut i ons , th at i s , so-called weak va ria tio ns. (The fa c t
that this second-order
t e r m is
invar iab ly pos i t i ve insures th a t the drag
w i l l be a minimum and not a maximum.)
mutual drag theorem.
The
f ir s t- or de r va ria t io n i n drag can then be com-
puted by consid ering only the drag of th e small a d di ti on a l l i f t a c ti n g
i n
the induced downwash f i e l d wi(y) of the or ig in al l i f t .
Items 2 and 3 are equal by th e
The condit ions of f ixed bending moment and f ixed t o t a l ' l i f t
are
m e t
by al lowing only those curves of l i f t var i at i on th at produce no change i n
t hese quan t i t i e s , t ha t
i s ,
curves having zero area and zero moment. It
can be seen th at such curves of va ri at io n must have a t l e a s t t h r ee ele-
ments to m e e t the condi t ions of zero area and ze ro moment. Furthermore ,
any curve meeting t hes e condit io ns can be subdivided in to groups of th re e
elements
s o
tha t the ind iv idua l g roups a l so sa t i s f y the condi tions.
Hence,
as
the r epresen ta t ive of such re s t r i c te d curves of v ar ia t io n
w e
may adopt three small elements having areas
21,
22, and
Z3
( f i g . 1 ) .
These
elements, toge ther with t h e ir po sit i ons yl , y2, and y3 and th e
l o c a l val ue s of t h e downwash
w -
etc.,
due to the or ig ina l load ing
must sa t i s f y the fol lowing thre e equations :
1
,
o r
6L
=
0,
l
+ +
Z3 = 0
f o r
f o r
6B
= 0,
6 D i =
0,
Z l Y l Z2Y2 Z3Y3 =
Zlwil
+
Z2wi2
+
Z 3w i 3
=
0
I t can be seen that these equat ions
w i l l
be cons i s ten t
if
w
a+by2 and wi3 a+by3, where
a
and b are cons tan t s t o be
w i l a+byl,
52
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2249
Hence, for a minimum induced drag with a giv en t o t a l l i f t and
a
given
bending moment t h e dowzlwash must show
a
l in ea r var ia t ion a long the span .2
(See f ig . 2.)
The for egoin g method may be r'eadily extended t o a more general class
of problems inv olvin g bending moments or ro ll in g
moments.
Suppose, for
example,
a
braced wing
i s
considered,
as
i n t he do tt ed ou t l i n e of f i g -
u r e
3.
I n t h i s
case
th e bending moment developed by t h a t po rt io n of th e
l i f t a c t i n g i nb oa rd
of
the point of bracing attachment may be of no con-
cern, but
it
may be des ire d t o l i m i t the bending moment developed by that
porti on of th e spanwise load curve extending between t h i s point and the
t i p. I n t h i s case so w i l l not be zero. A t
least
three elements
are
required t o preserve st at io na ry values of the l i f t and bending moment,
and
it
i s
evident
that
a t least two
of t h e elemen ts must
l i e
t o t h e ri g h t
of the point
sQ.
The th re e s imul taneous equat ions
are
(see f i g . 2):
Here y2 and y3 are t o t h e r i g h t of the po in t
so
and y1 l i e s t o t h e
l e f t o f th i s po in t. For these equa t ions3 t o be cons i s ten t wi must have
the form
yil
a;
wi
a+b(y2-s0);
wi3
a+b(yg-s0)
2
Hence, i n gen er al , t h e downwash w i l l be
a
constant over the portio n of t he
span f o r which t he moment
i s
not spec i f i ed ,
as
i l l u s t r a t e d i n f ig u r e
3.
I f no res t r ic t i on whatever i s plac ed on th e moment th e r e i s obtained the
so lu ti on of Munk's o r i g i n a l problem, namely, t h a t th e downwash should be
cons tant over the en t i re span.
21t
may be noticed a t t h i s poi nt th at , whereas th e discussion has empha-
size d th e id ea of minimizing t he drag, the a na ly si s ac tu al ly makes no
di s t i nc t io n between the l i f t , bending moment, or drag, i n th at s ta t io n-
ary values of a l l t h r ee a re demanded.
Thus
equation
(9)
may be consid-
ered a necessary condit ion f o r th e solu tio n of th e following problems:
1)
g iven t he t o t a l l i f t and t he induced d rag t o f i nd t he d i s t r i bu t i on
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Determination of Span Loading and Induced
Drag From t h e Downwash D i s t r i b u t i o n
The case of b i l a t e r a l symmetry with moment sp ec if ie d about t he
r o o t s e c t i o n w i l l serve as an example of t h e c a l c u l a t i o n o f t h e a c t u a l
span load ing and induced drag.
th a t th e downwash d i s t r ib u t io n w i l l c o n s i s t of t w o s t r a i g h t - l i n e
segments w it h
a
reversal of s lope a t t h e pl ane of symmetry.
necessary t o compute t he spanwise var ia t i on of
T
corresponding t o
such a curve of downwash.
It w i l l be evident f rom the foregoing
It
i s then
o
per fo rm t h i s ca lc u l a t io n by s tandard methods o f a i r f o i l theory ,
use i s made of th e idea th a t
a t a
gre a t d i s ta nce beh ind the wing t he
vor tex sheet forms
a
two-dimensional f i e l d of motion, with t h e discon-
t i n u i t y i n t h e l a t e r a l ve lo c i t y ac ros s th e shee t g iven by and
t h e downwash
w
given by
t w i c e
t h e va lu e of t h e induced downwash
wi
a t
th e wing. Hence, t h e qu an ti ty 1 / 2 (dI'/dy)
-
2iwi can be eval uate d
by means of th e fam il ia r complex ve lo ci ty fun ct io n
v
- i w of t h e two-
d imens iona l po te n t i a l theory using f o r
vor tex shee t .
i s
g iv en a lo ng t h e l i n e r e p r e s e n t i n g t h e
t race
of th e span, then the
v e l o c i t y v e c t o r a t any o t he r p o i nt i n t h e f i e l d
obta ined f rom th e re la t i on ( reference 4)
dr/dy,
v
i t s va lue ju s t abbve th e
I n t h i s t h eo r y i f t h e v e r t i c a l c omponent of v e l o c i t y
w
=
y
+
i z may be
A s noted above,
- -r -
v(y + o i l
-
v(y - o i )
=
2vfy + o i l
dY
Introducing
w =
a + b y f o r y
> 0
and
w = a
- by fo r y
< 0
i n t o
equat ion 11) y i e l d s, a f t e r i n t e g ra t i o n ,
and hence
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Equation
(13)
fo r th e spanwise d i s t r ib u t io n of c i r cu la t ion enables
th e determination of t he over-all l i f t , bending moment, and drag i n
t e r m s
of t he unassigned co nstan ts
a
and
b.
The us e of equation s (2),
6 ) ,
and (7),
tog eth er wit h t h e wing semispan
s,
yields the fol lowing values :
B
=
0 V s 3 f 6 a + I b s )
\
a
b
Di
=
V L + V B
It
i s
convenient to sp ecify th e bending moment of th e l i f t i n t e r m s of
the l a t e r a l posi t ion of the centroid, or cente r of pressure, of the load
curve. The
l a t e r a l
cent ro id
as
a fr ac ti on of th e semispan
s
may be
denoted by
y
( i . e . , y ' = 2B/Ls). Then, sol vin g f o r
a
and b,
The expression for induced drag
i n terms
of t he l i f t and t he
l a t e r a l
center of pressure becomes
This equation y ie ld s th e minimum drag fo r th e given po sit i on of
the l a t e ra l cen t e r of pressure i s spec i f i ed so as t o co inc ide wi th tha t
f o r an e l l i p t i ca l l oad i ng
( i .e . ,
b
=
;
'
=
4/33), then the above
formula reduces to
y ' .
I f
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Drag for
a
Given Bending Moment with Unrestricted Span
The foregoing calculations show,
as w a s
to be expected , th a t the
However,
i f t h e r e s t r i c t i o n on
the
span
i s
removed,
e l l i p t i c l oa din g y i e ld s a
smaller
drag than any of th e oth er s within a
r es t r i c ted span .
s t i l l lower valu es of th e induced drag can be obtain ed without any
in cr ea se i n th e bending moment a t th e wing roo t.
obtained by permitt ing the span to increase and
a t
t h e
s a m e t i m e
adopt-
ing a more tapere d form of t h e load ing curve.
The
lower values
are
Equation (16) which contains the th ree var ia ble s l i f t , span, and
cente r of pressure can be e as i l y rearranged t o show the var i at io n of
drag with span when th e bending moment and t h e l i f t
are
held a t f ixed
val ues. I n t h i s
case, t he
l a t e r a l
pos i t ion of t he cen ter
o f
pressure
y ' s w i l l be f ixe d, while t he form and exte nt s of t he load curve w i l l
vary. In order t o provide
a
convenient basis for comparison the span
and shape of th e load curv es w i l l be r e l a t e d t o t h e e l l i p t i c lo ad in g.
I f
S/Se denotes the
r a & h
of th e semispan of th e wing t o
that
of
an
e l l ip t i c a l l y loaded wing having the s am e t o t a l l i f t and bending moment,
then equation (16) can be rewrit ten:
The quant i t y i n the bracket
i s
the ra t i o of th e induced drag to that of
the corresponding el l i p t i c a l l y loaded wing.
f i gu r e 4 t o show th e decrease of drag po ssib le by in crea se of the span.
The forms of load curv e requ ir ed f o r t h e minimum dra g a t var ious values
of
s/se
are shown i n f ig ur e
5 .
T hi s r a t i o i s p l o tt e d i n
It w i l l
be noted t ha t
a
15-percent redu ction of t he induced drag
below tha t fo r e l l i p t i c load ing can be achieved wi th a 15-percent
incre ase i n span.
50 percent
s =
1.15 t o 1.50) yi el d no sig ni f ic an t reductions, however.
A t s t i l l
l a rg er va lues of
s
a t
an i n f i n i t e va l ue o f s. For extreme values of
s /se
the curves begin
to show negative loadings a t the tips and eventually the bending moment
a t ce r ta in po in t s a long th e span
w i l l
exceed that
a t
th e wing ro ot.
Further increases of span between
15
percent and
th e drag becomes lower, and approaches ze ro
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2249
L
2
i
B
P
r
wi
W
V
V
Y,rl
6
S
Y
a,b
APPENDIX
DEFINITIONS OF SYMBOLS
t o t a l l i f t
element of l i f t
induced drag
bending moment
a i r
dens i ty
c i r c u la t io n
induced downwash velocity a t wing
downwash velocity,
a t
i n f i n i t y
l a t e ra l v e l o c i t y
v e lo c i ty of f l i g h t
distances along wing semispan
point
of
orggin
f o r
bending moment
length of wing semispan
l a t e ra l pos i t ion
of
load centroid
as
a f r a c t i o n of
constants
w -
2wi)
s
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REFERENCES
1. Munk,
Max M :
The Minimum Induced Drag
of
Aerofoi l s .
NACA
Rep.
121,
1921.
2. Prandtl,
L. :
Applications of Modern Hydrodynamics to Aeronautics.
NACA
Rep. 116, 1921.
3.
Bocher,
M a x im e :
Introduc tion to Higher Algebra.
The MacMillan
e o . ,
N . Y . 1 9 0 7 p. 49.
4 . Munk, Max M : Elements o f the Wing S ec ti on Theory and o f the Wing
Theory. NACA Rep. 191, 1924.
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NACA TN 2249
FiGURE 1
SPANWISE LOAD
ELEMENTS OF VARIATION
-=T &7
CURVE WITH
THREE
a
by
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N
A
C
A
N
1
z
M
3
d
L
n
W
I
W
I
5
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N
T
5
5
3
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5