T
-
S^..ng% A '*'d -"- F: TT *. W*?. *; AdL *P ' 3 * -j t . I-' 3 2 --I- rj;.p "~;L~&BL"p&4$J;;C~~ 'yL*f-:..'" ", ,* 2 % .. i i ,*."\" --,t,.,c..--i,xn%p,PP~~ii-ii~~p, ,-+--Y1 ,4.:?.-> I y* S Z V - ; . . r T > . - 4 ----L?:.: c. :.&i&# L>:<-*-.~- ,*i.;&"*,':a t.J.5 ,m L, ,&$.A> -- >a* .%*- * I::, td4 4*.jAS&.k~ *:.?j:;;2&3 3:2!5
2, 'Variatian wI"G:l Tip a e b r a t c s
P-2 i or ?..-sod . e S i c i e c y s$ a ;as t a r h i * e cj~cLe, it Be a.z&o.rr.atfc $&az
& t s e ~ o 6 - ~ - , 3 a r e ~ ~ ~ ; r & a % f ~ a B % i ~ I 1 e @ i ~ i e i % c y ~ & a ~ - = i r ~ ~ ; * ~ $ @ 1 ~ ~ ~ & ~ $ ~ ~ ~ f ~ ~ 6 ~ b ; ~ -7 ,
the cazTgra@oor are tE?.::cses due t o l e d c a g e Bows tCre=azzgh eke tip clearaaca.
'1, 2, 33
1% ;x?,ae @ : l o Q ~ ~ k tinat t k a var%;i+tio of tip c I e b x 8 ~8 ha@ an %r*$- portaa:t effect o i ym-fp &ad c:oi%presssr pasformai~se, P:3 ~jardieadar,
f ' 7 $
~&r.:crj""3:l%*e~~~ated fin detail the tip clesrasce Bkivg i m e c h & ~ i a ~ q eIId variatf o i fia compree;;sor p a ~ f ~ s : : : ~ a n c a with tip clear&ce;e a e t 2 1 ~ deoizs2
-
,-~ O rS"i@, W e k e inEro&ared a perfzct
a~d&
EITW .model and correctiora~ $or real fluid af$ects to eoml2ara wit?? e : q ~ ~ ~ r i : z e n t ~ ~ 80 t h a t va?:iaa,$~ i n ~'ior~a- gzeseor pex4sri--:arLc@ could be oszirnated $ 0 ~ ~ t h a r 0;$er&3.:rg eo~-dfj;lo:~a a d other machinese~"ile pr@oesiE invastijati9-I f e ssnesrnad with deter;i"s% %2lg the efdecl o$ tPp cf@arza:~cs; @a;. c o ~ ~ ~ g s e ~ 1 - z o s p e ~ f o m n ~ ~ c e , 2ot 0;11y a0 Bsel2.l c s ~ ~ d i - - eiafis, but also through a rn, gc sf 2 2 rate@ ~ ~from .tear @tall f=o -;..ell a h v e d ~ g i g z . ~ for the p u r p o ~ e of gaining i x o r e a ~ ~ d e r @ t a i i & , q of the t i p Bow
n ~ s c h = ~ P @ ~ = &:d to e5ztej-id the raSs' ~ e , of ~ 1 f 3 0 r n p a ~ r i m of t&@ @~~sri-b~lelrft@ with the ~ i 2 ~ " g e ~ t .fI?id. ~~~10d41 a id Q ~ i d C Q F ~ ~ C & $ ~ + , @ g i ~ e - 1 %AT FL@fere&zca 2.
-
IIYv -A a&@ " v * ^ - 4 ' " t/-'*l-gq *f_37--.--
ago fJes.*-; esxMic%cat (> 4 3, -f$* -&I - - - 5 - Q
19 J a h ~ G % & , % C I L - L L G, &2r
" j " fi 94 ISe 20 ,, 0
~ ~ a g z e r *.* at, k k3. 4 9 Q n@ 51,yO 57,d"
Angle
EX.
RESULTSIdk3$4ses ' k ; h r ~ u g ; ~ the i;let guidca vases should vary as t h e sguaye og
accor&,?g to the above criteria, u s i ~ l g the desig2-i flow rate value as o ba-
was n g t i i n a otrong w&@ at the d@sig;7 ,BOW ;?P&@, f$, is .felt that W&C@S
c f r c u ~ n P e r e ~ : ~ & axe raga, Tfxeref ore, ~ ~ o s e deedled sktrvayg %&en at the d a o i g ~ :
sow
rate ars ave~agsd ci~ekaderer:%i&Iy asd assurasd ts v a v oa2 Wotar PerXorma~ce
-
Averaged R e a ~ d t ~. -
%-- - -
- ' '
--
-=---The aversze
a0.e.s
crjcfBcie:nt i s Q e t a r n ~ i : ~ e d by ~ n w ~ m e r i c d h;1tegr8-The varia6:isn sf aperage presBure coe&%cisnt with average aovi
The vazk.i;-ekiar~ of average ?resoak-c cmaici@nt v ~ i t 9 tdp clearance a%
tJi'ee v a r f o ~ ~ Qrsw patee, as shwgxz i t 5 Fi~ure 23) i s @ @ B P to be B T P Q $ ~ C ~ V'd*
aeo plsetsd i x i ;%"iga%ra 6 h8we bwan referred $0 coai2?s%-n flaw rates before being eras@ -gloBed i n Figuse 8, 'r3esugh 6 ~ r z t i ~ ~ the g e s - d t ~ :*ha8iv that
$he p~essure coeBiei@nt drops .:iaarl.jr. $Il~early At$ ir.rcr;s~lltg tip clear-
c8eara:ce is seen to bs ~ r e a g ~ ~ t a% t2ihr" lo-*@st SOVJ and d e c r e a a e ~
meagcre;ne:;ts,
-
= ~ / $ ~ t z'R ~3~
A o seen i n i p i ~ u r e 9. tilo aV@pa$@0 0
S c e e o ~ f y oIIe eircw:&cra~atid e t a ~ o x x was s u r v ~ y a d be?k%d t LC rotor,
a small cl;ax~g~ Zn the psaosura zooEic5e~t will m-&ce z IB,XCB cUza,;ig~ $23 ef-
112 %vkLc:: &he ve;~s%ices are shed d s n y kke edges of %a sloe ~athsr~r tkwn a$
the t r a i l i r ~ g cdgu. PLmv visnrrlisaBo*- e q ~ r % n ~ e n t o by ~ a i n u ~ " h a v e ahow?
fae%s,
T . ~ B ~JOEQ the $ip cleara2ce ca:? be ei:ought of az %avl?,ia e 3 u~%forn%
V ~ Z O C ~ ~ Y &--I t!:e dSrec6on a$ the C ~ O P~+~.*lxi~'P- ~ ~ 5s cazried $hm~kgh b r m ~ ~ the praBs;.trs to snc%feall-, ~ l d s aose;r&f&ly a ~ c h a 2 g o d $or Blade@ o+f amaJB thick- ness, The vePos=fQ ger,>s.i.lae&ar &o $%@ ~ l ~ ~ r d $3
wllere p, a-.d p2 are s b t i c pressures on the pressure a d . suction side 0 4
P
file blade a%zz~q- from, tE%e kip* in i ;nerd ua v a r f d ~ &orz$ the chord,
d=sr~2p.;.eesoz, &his actio'ia te::&s to increase the pressure o ; ~ the p r e s s u r e
3, R ~ d w ~ e f i a$ ~ H a ~ k Irlput
---
'Zhe f a c t ~ ~ ~ @%a$ caaas 2 zedactiasz
o,f
work f~xpuk $Y %gge rafmr due to $1-p e$eara;~ce are:(I)
911y~icay there be no work done by $22~0"
Lire seduction oi Y J ~ P L %r.j<*:~t given bg the pzi.sssux& ue~sra~ca
J 'if-righ reference &Q P i p r e 23$ %& caa be ~k3~721. ,"I& doa-~g y =: 3,
RaAns, D e a l A,, "'Tip Clearance Flow@ i~ 343dd Flaw G ~ n % p r ~ s -
3QFB &36 pumpli4, cds~li~1i~ xnl@$u%e of %ydfc-
dy_la=ic aad Fb",eci:&~ica E n g f n d ~ ~ P Y ~ Y LaBosa$sria o, Report No, 5, Fisi-y Conlrac:~ Hb-orl-012, ~askY9iJrrlcr 1"-4 a~d. BFZrd 9612, [s-J.;;e 1954).
P J ~ U S ~ B ti, ~ ~ ~ a p a a , , u~2:pa &SP,WLL~S L$W R C ~ ~ I O I ~ B P ~ urs ~ ~ P ~ ~ .Par$ HHa
,
maw T ~ r b o " ~ w ~ a ~ h i ? ~ t ~ @ $ ~ Z d S ~ r ~ a i a Iaati@ate 0.fT~eFfiollkogy, Z-Py4x+adgi:-~~x:fcs axxd ldsc&Waic<a Z:;xglna@r%ag Lab-.
o r a t a x f e ~ , N a q Ca:.ztract Maaar-220$123), NR 097-0010 Rapart ITcj, 6 [Ma,reh 1957j0
i I
( 2 )
1 .-
I I"
I
Tq. 25/
Ra1.26. &,rnpe 2% man%,
Eq. 27/
~ ~ ~ w i ~ l ~ ~ - iC i r c u m f e r e n t i a l a v e r a g e o f 4 r a d i a l s u r v e y s 7
o
Single r a d i a l s u r v e y w i t h c o r r e c t i o n f a c t o r d e t e r m i n e df r o m a v e r a g e
a
S i n g l e r a d i a l s u r v e yw i t h o u t c o r r e c t i o n 1
W eu
I
0. I 0 . 2 0 . 3
-
A v e r a g e f l o w c o e f f i c i e n t ,
$I
FIG. 5 - A V E R A G E GUIDE VANE PRESSURE L O S S A S A F U N G T I Q N O F AVERAGE F L O W C O E F F I C I E N T
F I G . 6 A V E R A G E P R E S S U R E C O E F F I C I E N T V E R S U S A V E R A G E F L O W C O E F F I C I E N T F O R VARIOUS T I P C L E A R A N C E S
Average flow coefficient
, d,
FIG. 7 AVERAGE WORK C O E F F I C I E N T V E R S U S AVERAGE F L O W C O E F F I C I E N T FOR VARIOUS T I P C L E A R A N C E S
---_
i 1
-
==I- --m- --
- --
- - - C a l c u l a t e d , no scraping - - - C a l c u l a t e d with scraping
0 0.004 0.008 0.012 0.01 6 0.020 0.024
Tip clearance / b l a d e h e i g h t ,
1
F l G . 8 A V E R A G E P R E S S U R E C O E F F I C I E N T A S A F U N C T I O N O F TIP C L E A R A N C E F O R V A R I O U S F L O W R A T E S
0 0 . 3 4 3
A 0 . 4 0 0
0 . 4 5 0 ---- E x p e r i m e n t a l - 0 0 . 5 0 0
--
Calculated, Eq. 3A 0 . 5 5 0
_ -
C a l c u l a t e d , Eq. 3 f 9I I I I 1
0
'
I I0 0 . 0 0 4 0.008 0.012 0.01 6 0.020 0.024 Tip clearance / b l a d e height,
k
FIG. 9 AVERAGE WORK COEFFICIENT AS A FUNCTION OF TIP CLEARANCE FOR VARIOUS FLOW RATES
1.0 5 - - - -
3 A
a
@2
@Q-:i
0o m
El El
0 . 9
-
ElW
I
"
>r 0
I
C
I
.
w- X I
I.- U 0 0 . 0 0 2 5 I
-
0 ) I0 . 8
-
A 0 . 0 0 6 4L o @ 0 . 0 1 2 9
I
I
t o a 0 . 0 2 5 4
l x i
1
I
I
I
0 . 7 I I I I I
0 0. I 0.2 0.3 0.4
-
0.5 0.6Average flow coefficient
,
FIG. I 0 ROTOR EFFICIENCY AS A FUNCTION OF AVERAGE F L O W COEFFICIENT FOR VARIOUS TIP CLEARANCES
1
0.7. I I 1 I 1 I i
0 0.004 0.008 0.012 0.016 0.020 0.024 Tip c l e a r a n c e / blade h e i g h t ,
X
FIG. I I ROTOR EFFICIENCY AS A FUNCTION OF TIP C L E A R A N E FOR VARIOUS FLOW RATES
I
I r o 0 6 a a d - O p C , O )
I I r o ob a O Q C n m
a El. a I* LC,,%,,
0
d o ; d d d
0 0 a e r l B T
CV
-
0 0 a3 r'- a- - - 6
0 0s
FIG. 16
-
A X I A L V E L O C I T Y S U R V E Y A H E A D O F T H E R O T O R A V E R A G E D O V E R F O U R C I R C U M F E R E N T I A L S T A T I O N S ,=
0.00251.1
1.0
0.9
0.8
0.7
0.6
.
0 0 0
o
0 0 ~ 0 0 0 0 00 0 0 0 0 0 0 00 0
-
0
1
0i
0 0
0 0
1
-
0 !0
I
0
0 O
I
-
O/
I0
I
I 8
oi
t i
-
I-
1 1 I
0.6 0.7 0.8 0.9 I .O
R a d i u s r a t i o
,(
ld -3 • a 4
C C . C 4
. 0 -
c- at;:
4 /4
'iuai31jjao3 poaq j o i o l p a z l l o l o l o ~4 4
a poaq l o i o j p a z l i o w ~ o ~- -
-
J-'( 0) w-
0a
IX)- -
0- -
- 23, 00 - - -.- -
*
a Ow.e--- i- - --- -- - - -Q rn
I
h
a . e
*
.Bb FJn~ o c ~ r , 3
D C _X. i ec 0 I3 0 A
0- QCPC) B LL
E rZl
n 1
3 5 Cr) 217 8 ' 0 -
i CK
5 . - G Q
,
a Qi
sz>
3 ag n !?$# C.
4 n f 6
i illr
s 4 n
1
w-3 4 3 0 LC.
i
a ~7 j 3- K
i b- 6,
B
09 I m2 2 0 Cc:
W
s, 130 w I
k-
7 833 m
tl]
ax
Ls) 0ir
BIglij
3
dEf; i- < 1 3
t- 2
- 4 0 m Z
a
LLJ CE
4 c
ma 5 - 2
a 1) 4 0
L ii
c 1) 40 z .s$a o a
r-
z 9 % ca& 0
a
Z:L cW.
%'
sea,
4 z
i; ee
C @a
& G
1--
1
3 0 3 0 N
C- 2s iw
2 . a
-.
* 3 t3L "3. -
Lt
- - -
G$+
L i u a ~ 3 i j j a o 3 p o a q i o j o ~ p a z l j o l u ~ o ~/fi /4
' ( u a ! 3 ! j j a o 3 p o a q lolo4 paztlowdoNe
-0 -'J-
0m
BD krQ '3 9
-
-
--
- L2J 06 d
-
-a
0
z
-
9 - a
cn
W I-
a
o a 0
cr
0 B e
3
0 Q . 0 0
d LC.
m
O Q e -3
I
rn
0 q e a 0 -0 CE
q0.a
" 3
C r
a .a0 0
L L
E 0
E O S e I-
'icp 0
.. oa "a c)e:
. 0 -
8 a0 + 0 Q D
0
% $
OD 0 I--
a e .a a g)c
cj
*
'9 d z m
0- .
- a *
cntE
0 , 0
E iB, 3 bK
o a m .-
-a 3
D c l o o c.3
a
cc I-
0 Q13 Z
W
-
0 am
-
C3LL
0 - 0 CL
u r n
R h 0 b-l
5 6
d c sPI
a d - B , d- o g
a30 dlil C U C B O J ~
x 0 0 - w
6 1 . m 0 8 0 0
==$
o d o o
-I<
00. 0
a u 0 Q
Q + a
0 0 0
-
o Q u BPO k I -
U CJ C i W O
u .,a o
,
I'a 0 % B
0 dl N
f'
-
6
OJr3 - 0 o", 00
- -
-- a;
3 0' c3-
LL
4 - /h
' J U ~ ! ~ ! J J ~ O ~ poaq lo(o4 paz!lourlobdi
I X
'-
Pressure d e f i c ~ e n c y8
' I i , "Flow s e p a r a t i o n doe to
! ( I
I
I\
1 f l o w e n t e r i n g a s h a r pI
I\\
e d g e d o r i f i c eI I
: 1
I 1 \ I
I
I 'w-
R e a t t a c h m e n tI
I
I
I ' L
DEFICIENCY FROM FLOW INTO A SLOT FIG. 23
-
PRESSUREFIG 24
-
V E L O C I T Y D I A G R A M SHOWING FLOW ENTERING A N D LEAVING THE ROTOR WITH RELATIONS TO L I F T AND @ R A GFIG. 3 0 - G R A P H I C A L DETERMI N A T I O N O F BOUlalCikRY L A Y E R O l S P L A G E M E N T T H I C K N E S S
8*
,.
h
0
I
0 . 4 50 Rains' experimentai points0 0.004 0.008 0.012 0.0 16 0.020 0.024
Tip clearance / blade height
, A
C
--
w
.
. - -v. -.
.g 0.95 \ w
'+-
, -*--
G I G . 31 COMPARISON OF CALCULATED AND EXPERIMENTAL
ROTOR EFFICIENCY AS A FUNCTiON
OF
TrP CLEARANCE FOR VARIOUS F L O W R A T E SY- w
L
0
4-
0.90.
w
a
24 0 C w
1 1.\ -.-
-
-L.--- -v,-
- -2-- -+-i;;-----\
'<- -
-==---- - - --
- - - - - -
--- Experimental
P --
-1.00 - Calculated
.\- . -
Calcula t ed with scraping - - - - Rains' model with scraping