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7/25/2019 Grinding Mill Scale-up Problems by CC Harris N Arbiter
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Gr i i id i i i g illSco fe yp Prob lem s
C .
C . H a r r i s an d N. A r b i t e r
Bal l and rod mi lls at An ac on da
C o.
s Carr Fork coppe r mine outs ide Salt Lake City , UT . At lef t , Harding e
16.5 x 29
f t 5 x 8 . 8 m) ball
mill. A t r ight , Hardinge
14 x 20
f t
(4.3 x 6.1
m) rod mi l l . Th e mi l ls were produ ced by the Mine ral Processing Div is ion of Koppers Co.
Inc. Photo courtesy of Koppers.
T h e eco n o m ic ad van tage .s o f large
d i a m e t e r
b a l l
m i l l s
c a n b e c o m -
o r o m i . s e d
b y u n e . \ p e c t e d c a p a c i t y
i m i t i n g c o n d i t i o n s .
These arise
b e
cause
m e d i a r o t a t i o n a l
flow
to ore
a.xial flow r a t i o s , a n d t h e n u m b e r o f
m i l l
r e v o l u t i o n s t h a t o r e is s u b j e c t e d
to d u r i n g residence,
a r e b o t h i n
v e r s e l y
p r o p o r t io n a l
to
m i l l
d i a m e t e r .
Because o f
t h i s , m i x i n g
e f f i c i e n c y a n d
g r i n d i n g
k i n e t i c s m a y
decrease
a n d
become
c a p a c i t y l i m i t i n g w h e n
m i l l
d i a m e t e r s r e a c h a c r i t i c a l r a n g e .
T h e r e a r e t w o p o s s i b l e
scale-up
p r o b l e m s i n v o l v e d
i n t h e d e s i g n a n d
use o f
m i n e r a l
p r o c e s s i n g m a c h i n e r y :
S e l e c t i n g t h e
size
a n d o p e r a t i n g
c o n d i t i o n s
f o r a v a i l a b l e l a r g e r e q u i p
m e n t ,
t o i n s u r e t h a t o p e r a t i n g r e s u l t s
w i l l
m a t c h
those
o b t a i n e d
w i t h
s m a l
le r u n i t s ;
o r
E x t e n d i n g t h e
size ranges
o f
e q u i p m e n t b e y o n d e x i s t i n g l i m i t s .
P r e v i o u s
research
a t C o l u m b i a
U n i v e r s i t y
in to flotation
m a c h i n e
h y d r o d y n a m i c s
h a s d e m o n s t r a t e d t h e
C. C. Harr is is professor of mineral
engineer ing and N. Arbi ter is emer i tus
professor wi th Henry Krumb School of
M ines , Co lumbia Un ivers i t y , New York ,
N Y 10027.
i m p o r t a n c e
i n
scale-up
o f i n t e r n a l
flow r e l a t i o n s h i p s ; these p e r f o r m
a
s i m i l a r
r o l e i n
g r i n d i n g
( A r b i t e r
an d
H a r r i s ,
1980).
Problems at oug ainv il le
T h e l a r g e s t
t u n i b l i n g m i l l s
in use in
1 9 4 3, a c c o r d i n g t o T a g g a r t , w e r e 9 f t
( 2 .7 m) f o r ro d
m i l l s
an d 10.5 f t (3 .2 m)
fo r
b a l l
m i l l s . Since
t h e n , r o d
m i l l
d i a m e t e r s h a v e i n c r e a s e d t o 1 5 f t
( 4 . 6 m ) a n d
b a l l
m i l l
d i a m e t e r s t o
16.5 f t (5 .0 m ) ,
w i t h
t w o p l a n t s u s i n g
1 8 - f t ( 5 . 5 - m )
m i l l s .
T h e m o r e r e c e n t l y
d e v e l o p e d p r i m a r y
a u t o g e n o u s
m i l l s
h ave d iam eters up to 36 f t ( 11 m) .
I n
s p i t e o fthese r e l a t i v e l y l a r g e i n
creases,
th ere h as
been o n l y
o n e
p u b
l i s h e d
r e p o r t r e g a r d i n g
scale-up
p r o b
l e m s : t h e B o u g a i n v i l l e i n s t a l l a t i o n o f
e i g h t 18 ft x 2 1 ft (5.5 m x 6.4 m )
b a l l
m i l l s .
D es ig n e d f o r 90 000 s t/d ( 82
kt/d) , t h e c i r c u i t
o r i g i n a l l v
t r e a t e d
a b o u t
72,000
st/d (66
kt/d).
A c c o r d i n g
to
t h e o p e r at o r ( H i n k f u s s ,
1976),
. .
t h e
m i l l s
u se a b o u t o n e - t h i r d m o r e
p o w e r p e r t o n n e o f o r e
g r o u n d
t h a n
w o u l d
b e e x p e c t e d
f r o m
s m a l l e r ,
3 .7 - m ( 12- f t )
m i l l s .
C i r c u l a t i n g loads
up
to 650 % are
necessary,
a n d
coarser
f e e d
sizes
a r e a p r o b l e m .
V a r y i n g b a l l
l o a d s ,
b a l l sizes,
a n d l i n e r p r o fi l e s
b r o u g h t
n o i m p r o v e m e n t . I n c r e a s i n g
m i l l
speed
i n c r e a s e d p o w e r p r o p o r
t i o n a t e l y ,
b u t c a p a c i t y
less
t h a n
p r o
p o r t i o n a t e l y .
T o r e a c h d e s i g n c a
p a c i t y , an
a d d i t i o n a l
18 x 2 1 ft (5.5 x
6.4 m)
m i l l
w a s i n s t a l l e d ,
f o l lo w e d
b y
a 18 x 24 ft (5.5 x 7.3 m )
m i l l Steane
an d
H i n k f u s s ,
1979).
Because o fthese
p r o b l e m s , t h e
m i l l
m a n u f a c t u r e r r e c o m m e n d e d t h a t n o
b a l l m i l l s
lar ge r tha n 16.5 f t (5 m) in
d i a m e t e r b e c o n s t r u c t e d
u n t i l
th e
B o u g a i n v i l l e
p r o b l e m c o u l d b e b e t t e r
u n d e r s t o o d ( K j o s ,
1979).
H o w e v e r ,
m i l l s of
t h e
samesizep e r f o r m satisfac-
t o r i l v
a t C i t i e s
Service
Co . ' s P in to
\'al-
le y
p l a n t ( H u l s e b o s , 1 9 79 ,
1981),
an d
a u t o g e n o u s
m i l l s
n e a r l y t w i c e th a t
d i a m e t e r a re i n r e g u l a r s e r v i c e .
S c a l e E f fe c t s i n T u m b l i n g M ills
S t u d y o f a v a i l a b l e d a t a
f r o m
B o u g a i n v i l l e ,
P i n t o V a l l e y , a n d o t h e r
p l a n t s ,
a n d a d e t a i l e d a n a l y s i s o f
s c a l e - u p , i n d i c a t e t h a t t h e r e s h o u l d b e
a
c r i t i c a l
d i a m e t e r r a n g e f o r
b a l l m i l l s *
* The sam e proble m can be expected
with any tum bl in g m i l l , but not necessar-
i ly at the same diameter.
M I N I N G E N G I N E E R I N G
J A N U A R Y 1 9 8 2 ^
-
7/25/2019 Grinding Mill Scale-up Problems by CC Harris N Arbiter
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above
w h i c h
scale-up
p r o b l e m s c a n
b e e x p e c t e d . T h e
d i f f i c u l t y
i s n o t i n
th e
a b i l i t y
t o p r e d i c t o r p r o v i d e t h e
p o w e r
necessary
t o
d r i v e
t h e m i l l
(Kjos,
1979),
b u t r a t h e r i n t h e
exis
tence
o f a p r e v i o u s l y u n r e c o g n i z e d
d i m e n s i o n a l a n d d y n a m i c f a c t o r a s
sociated w i t h m i l l scale-up.
T h i s h a s
tw o
i n t e r r e l a t e d c o m p o n e n t s :
A decrease i n m i x i n g w i t h i n
c r e a s i n g m i l l d i a m e t e r , d u e t o t h e d e
pendence
o f
m i x i n g effectiveness
o n
t h e n u m b e r o f
m i l l
r e v o l u t i o n s t o
w h i c h
a
u n i t
o f f e e d i s s u b j e c t e d . T h i s
w i l l
b e c o m p o u n d e d
w i t h
t h e d i s p e r
s i o n
o f
residence
t i m e s ( H e r b s t a n d
F u e r s t e n a u , 1 98 0; F i n c h a n d R a m i
rez-C astro, 1981) to be
expected
in a
s i n g l e r e a c t o r e v e n i f
w e l l
m i x e d
( L e v e n s p i e l ,
1972);
A
g r i n d i n g
k i n e t i c s f a c t o r , r e p r e
sented
b y t h e r a t i o o f t h e
g r i n d i n g
m e d i a c i r c u l a t i o n r a te t o o r e f e e d r a t e ;
t h i s also decreases w i t h
i n c r e a s i n g
m i l l d i a m e t e r s .
These hectors
ar e d i f f e r e n taspects o f
t h e i n t e r a c t i o n b e t w e e n m e d i a c i r c u
l a t i o n
a n d f e e d
flow.
T h e i r
systematic
d e v e l o p m e n t i s g i v e n i n
Table
1 .
Mixing Considerat ions
T h e B o u g a i n v i l l e s ta f f ( H i n k f u s s ,
1 97 6; H i n k f u s s a n d Steane, 1979) and
o t h e r
observers
( K j o s , 1 9 7 9 )
have
suggested
t h a t p o o r m i x i n g a n d
flow
p r o b l e m s a r e
i n v o l v e d .
C a l c u l a t i o n s
y s
o n B o u g a i n \ i l I e a n d P i n t o
V a l
l e y o p e r a t i n g d a t a ,
i n c l u d i n g
a p p l i c a
t i o n
o f e q u a t i o n s 8 a n d 9 , l e a d t o d a t a
i n Table
2 . A ls o i n c l u d e d f o r c o m p a r i -
Notation
D M i l l d i a m e t e r m e a s u r e d i n s l d ^ l i n e r s
F r a c t i o n c r i t i c a l s p e e d (= N \ 3 w h e r e N
i s i n r pm and D i n f ee t )
L M i l l l e n g t h m e a s u r e d i n t e r n a l l y
L , L o a d i n g : f r a c t i o n o f m i l l v o l u m e o c c u p i e d by
g r i n d i n g m e d i a , m e a s u r e d a t r e s t
N M i l l r o t a t i o n a l s p e e d : r e v o l u t i o n s p e r u n i t t i m e
n A v e r a g e n u m b e r o f r e v o l u t i o n s d u r i n g t h e r e
s i d e n c e o f a n e l e m e n t o f o r e i n t h e m i l l {= Nr
P M i l l power c o n s u m p t i o n : n e t p o w e r = c o n
s u m e d p o w e r - i d l i n g p o w e r
O , M a s s fe e d r a t e o f o r e t h r o u g h m i l l : a x i a l m a s s
f l o w r a t e [ = n e w f e e d r a t e x ( 1 -i - c i r c u l a t i n g
l o a d r a t i o ) . N o t e : Q / V ^ D ' ]
Q , M a s s r o t a t i o n a l f l o w r a t e : m a y r e f e r t o s t e e l , o r
p u l p , o r d r y o r e , o r a n y c o m b i n a t i o n , d e p e n d
i n g o n d e n s i t y t e r m , p N V ^ . S e e a l s o T a b l e
2 , f o o t n o t e j . N o t e : 0,. V ^ D ' )
t N o m i n a l r e s i d e n c e t i m e o f o r e e l e m e n t i n m i l l
( = V^or/Q,)
V M i l l v o l u m e ( = 7 r L D /4)
V V o l u m e o f m i l l o c c u p i e d b y m e d i a ( = V L , )
V o l u m e o f p u l p
(
= V e )
W W e i g h t o f m i l l c o n t e n t s : m a y r e f e r t o s t e e l o r
p u l p o r d r y o r e d e p e n d i n g o n d e n s i t y t e r m ,
p ( = V p )
f G r i n d i n g m e d i a v o i d r a t i o : v o i d v o l u m e / b u l k
v o l u m e - 0 . 4 1 , n e w b a l l c h a r g e : e - - 0 . 3 8 .
s e a s o n e d b a l l c h a r g e ( T a g g a r l 5 - 3 2 ) ; ~ 0 . 4 t o
0 . 5 , e x p a n d e d d u e t o m i l l r o t a t i o n ( t o b e p u b
l i s h e d )
A u t o g e n o u s m i l l s : < = 1 ; = 1 .2 , e x p a n d e d d u e
t o m i l l r o t a t i o n
e H a l t a n g l e s u b t e n d e d a t m i l l c e n t e r b y g r i n d i n g
med i a a t r es t [ ( 9 -
sin6cose
/7r
= L,]
p D e n s i t y o f m i l l c o n t e n t s o r o f a c o m p o n e n t o f
c o n t e n t s : b u l k d e n s i t y o f b a l l l o a d - 2 9 0 l b s /
c u b f t ; s t e e l d e n s i t y 4 8 0 l b s / c u b f t
c r O r e de ns i t y
son are data
f r o m
a s m a l l e r
b a l l
m i l l
( T a g g a r t ,
194-5)
a n d a l a r g e a u t o g e n o u s
m i l K L o v e d a y .
1979).
T h e
18-ft 5.5-m)
m i l l d a t a s h o w t h a t a t P i n t o V a l l e y a
u n i t
o f f e e d i s
exposed
to 2 .4 t i m es as
man\l r e v o l u t i o n s as at B c 2 U ga in -
v i l l e .
T h e s i g n i f i c a n t l y l o w e r n v a l u e
f or B o u g a i n x
i l l e
t h a n f o r P i n t o V a l l e y
( a n d e s p e c i a l l y f o r t h e o t h e r t w o
p l a n t s ) a n d s t a f f o b s e r v a t i o n s a t
B o u g a i n v i l l e
raise
q u e s t i o n s a b o u t
t h e n u m b e r o f m i l l r e v o l u t i o n s r e
q u i r e d
f o r e f f e c t i v e
m i x i n g
o f f e e d
w i t h g r i n d i n g m e d i a .
O r r discussed m i x i n g
g r a n u l e s o f
t h r e e c o l o r s i n a r o t a t i n g m i x e r a n d
c o n c l u d e d t h a t t h e q u a l i t y o f
m i x i n g
based o n a
test)
d e p e n d e d o n t h e
n u m b e r o f r e v o l u t i o n s as
f o l l o w s :
11 ,
DOor; 2 3 , fiiir ; 3 5 , v e r y g o o d ; 5 6 ,
excel-
e n t . W h i l e t h e r e a r e t o o m a n y d i s
s i m i l a r i t i e s
b e t w e e n
systems,
r e -
( j u i r e m e n t s , a n d c r i t e r i a t o a p p l y t h i s
i n f o r m a t i o n
d i r e c t l y t o c o m m i n u t i o n ,
these
r e s u l t s s u p p o r t t h e i d e a t h a t
p o o r
m i x i n g
i s o n e p r o b a b l e
cause
o f
t h e B o u g a i n v i l l e p r o b l e m .
T h e 1 8 - f t
5.5-m) m i l l s
i n q u e s t i o n
operate
a t s u b s t a n t i a l l y t h e
same
speed
a n d
w i t h
s i m i l a r l o a d i n g s . T h e
p e r f o r m a n c e d i f f e r e n c e s m u s t b e d u e
p r i m a r i l y
to d i f f e r e n c e s i n
residence
t i m e s d e t e r m i n e d b y t h e h i g h e r f e e d
rates
a n d m u c h h i g h e r c i r c u l a t i n g
l o a d s a t B o u g a i n \ ' i l l e .
These
r e s u l t i n
a 4 0 % l o w e r n o m i n a l
residence
t i m e
a nd
n v a l u e c o m p a r e d
w i t h
P i n t o
V a l
l e y . F o r m i l l s o f d i f f e r e n t d i a m e t e r , a l l
o t h e r f a c t o r s b e i n g t h e
same,
t h e
d i f
ferences
c a n b e e v e n l a r g e r . T h i s i s
i l l u s t r a t e d
i n
Table
3 , c a l c u l a t e d
f r o m
B o u g a i n v i l l e
d a t a p r o p o r t i o n e d d o w n
to
a 5 .9 - f t
1.8-m)
m i l l , w h i c h
i s t h e
size u s e d i n t h e i r
p i l o t
s t u d i e s . C a l c u
l a t e d v a l u e s a r e
also
i n c l u d e d f o r a
16.5-ft
( 5 - m )
m i l l ,
i n t e r n a l d i a m e t e r
1 5 .9 f t ( 4 .9 n i ) ( R o w l a n d a n d K j o s ,
1978),
w h i c h
i s t h e l a r g e s t r e c o m
m e n d e d d i a m e t e r m e n t i o n e d e a r l i e r
( K j o s ,
1979).
T h e f i g u r e s f o r t h e
5.9-ft 1.8-m) m i l l
a re r o u g h l y c o m p a r a b l e w i t h
those
f o r
t h e t h r e e s a t i s f a c t o r i ly p e r f o r m i n g
m i l l s i n
Table
2 ; t h e h i g h e r n v a l u e s
suggest
a h i g h e r r o t a t i o n a l
m i x i n g
ef
fectiveness
f o r t h e o t h e r
m i l l s
c o m
p a r e d
w i t h
B o u g a i n \ ' i ll e . O t h e r
m i l l
dataprocessed
i n t h i s s t u d y s h o w t h a t
t h e n v a l u e f o r t h e B o u g a i n v i l l e m i l l is
b y f a r t h e s m a l l e s t f o r a n o p e r a t i n g
m i l l , a l t h o u g h s m a l l e r v a l u e s have
been
c a l c u l a t e d
f r o m
m a n u f a c t u r e r s '
e s t i m a t e d
capacities
f o r 1 8 - f t - d i a m
( 5 . 5 - m - d i a m )
m i l l s
p r o d u c i n g v e r y
coarse
g r i n d s .
A l t h o u g h m i x i n g
d e f i c i e n c i e s a re
u s u a l l y a t t r i b u t e d t o r o t a t i o n a l
flow
inadequacies,
a n o t h e r m e c h a n i s m
c a n also r e s u l t i n s e g r e g a t i o n o f
p u l p
a n d g r i n d i n g
m e d i a
w i t h
r e d u c e d
g r i n d i n g e f f i c i e n c y . T h e a x i a l c o m p o
n e n t o f o re
flow
w i t h
average
v e l o c i t y ,
L/ t
oc
L D - ^
increases
s t r o n g l y o n
scale-up. Table
2 s h o w s t h a t t h i s v e l
o c i t y
i n t h e B o u g a i n v i l l e
m i l l
i s c o n
s i d e r a b l y
greater
t h a n i n t h e o t h e r
m i l l s :
n e a r l y 2 . 5 t i m e s t h a t f o r P i n t o
V a l l e y , a n d m o r e t h a n 1 0 t i m e s t h a t f o r
B u t t e a n d S u p e r i o r . I n s p i t e o f t h e
v ry l a r g e size o f th e a u t o g e n o u s m i l l ,
it s
a x i a l c o m p o n e n t o f o r e v e l o c i t y is
l o w .
H o r i z o n t a l flow
v e l o c i t i e s t h r o u g h
p o r o u s m e d i a a r e g o v e r n e d b y t h e
pressure
g r a d i e n t
f r o m
f e e d t o d i s
charge;
s c a l e d - u p g e o m e t r i c a l l y , t h i s
i s c o n s t a n t . I f t h i s a p p l i e s e v e n a p
p r o x i m a t e l y to f l ow-throu gh gr i nd i ng
m e d i a , a
p o i n t w i l l
b e
reached
i n
scale-up
w h e r e t h e i m p o s e d f e e d r a t e
T a b l e
1General
M i l l E q ua t i ons
P o w e r - I n t e r n a l R o t a t i o n a l F lo w E q u a t i o n s
1. P ^ N L D ^ T o r q u e - a r m e q u a t i o n . T h e o r e t i c a l / e x p e r i m e n t a l c o n f i r m a t i o n .
2.
O ,
^ NID
=cN V I n t e r n a l r o t a t i o n a l f l o w ( V =
n LD U^
= VL , )
3 . P 0 , D F r o m e q u a t i o n 1 /2 . P u m p e q u a t i o n : h e a d i s s y n o n y m o u s w i t h D .
O p e r a t i o n a l C o n s t r a i n t s C u r r e n t P r a c t i c e )
4
c o n s t a n t
5 . Q , =t P
D e r i v e d E q u a t i o n s
6, P ^ LD - ^
7, P, 'V, ^ Q/ V . D -^
8- Q, , /Q, ^ D - '
9 . ( Q , / V ) { V / Q , ) N t D - '
C o n s t a n t f r a c t i o n c r it i c a l s p e e d ( C o n s t a n t F r o u d e n u m b e r ) . K i n e m a t i c s i m i l a r i t y .
T h r o u g h p u t s c a l e u p . C o n s t a n t s p e c i f i c e n e r g y . P r o p o r t i o n a l i t y c o e f f i c i e n t i n c r e a s e s
f o r c o a r s e r g r i n d s , s o f t e r o r e s , a n d v i c e v e r s a .
F r o m 1 a n d 4 . P o w e r v e r s u s m i l l s i z e e q u a t i o n f o r s i m i l a r o p e r a t i n g c o n d i t i o n s .
F r o m 5 a n d 6. S p e c i f i c p o w e r a n d s p e c i f i c t h r o u g h p u t i n c r e a s e s i m i l a r l y w i t h m i l l
d i a m e t e r .
F r o m 3 a n d 5 . F l o w r a t i o ( r o t a t i o n a l / a x i a l ) d e c r e a s e s s t r o n g l y w i t h i n c r e a s i n g m i l l
d i a m e t e r .
F r o m 2 a n d 8 . N o m i n a l r e s i d e n c e t i m e , t = V c r /0, =t D~' ' ^ Vp = fV^.
N o t e s
I n e q u a t i o n s 1 , 2 . a n d 3 m i l l l o a d i n g i s a s s u m e d t o b e c o n s t a n t i n s c a l e u p .
E q u a t i o n s 1 , 2 , a n d 3 a p p l y t o a l l r o t a t i o n a l m a c h i n e r y o p e r a t i n g u n d e r g r a v i t a t i o n a l c o n s t r a i n t .
C u r r e n t s c a l e u p p r o c e d u r e s i n v o l v e o n l y e q u a t i o n s 1 . 4 , 5 , 6 , a n d 7 .
E q u a t j ^ o n s 2 , 3 , 8 , a n d 9 i n v o l v e i n t e r n a l r o t a t i o n a l f l o w a n d p r o v i d e n e w i n s i g h t i n t o m i l l d y n a m i c s .
N r = n in e q u a t i o n 9 i s a v e r a g e n u m b e r o f m i l l r e v o l u t i o n s d u r i n g r e s i d e n c e o f o r e .
Current scale-up pract ice involves equat ions 1 4 and 5 with equat ions 6and 7 derived from them. Equat ion 1 is
the torque-arm relat ionship for power consumption whi le equat ions 4 and 5
respectively
express the imposed
constancy-or
near constancy-of fract ion cr i t ical speed and of applied energy per
unit
of ore in the mill. Equat ion 2
internal rotat ional flow leads to equat ion 8 f low rat io and to equat ion 9 giving the average number of revolut ions
during ore
residence
in the mill. While all the equat ions are capable of
some
refinement this cann ot significantly
affect
the strong inverse relationship to
mill
d iameter shown by equat ions 8 and 9 from which the concept of a
critical diameter follows.
4 4 J A N U A R Y 1 9 8 2
M I N I N G E N G I N E E R I N G
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7/25/2019 Grinding Mill Scale-up Problems by CC Harris N Arbiter
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Table2Mil l Spec ifi cat ions, Operat ing and Perf orman ce Data, and Derived Parameters
Bouga inv i l le P in to Va l ley ' '
Butte and Super ior '^ ' Palabora * '
18 ft (5.5 m) over flo w mill 18 ft (5.5 m) overf low mill
8 ft (2,4 m) over flow mill 32 ft (9.7 m) aut oge nous mill
Porphyry Copper
Quartz monozi te Zinc blende in granite
Carbonati te
Design specif ication
Current operation
-1927 Operat ion
Current Operation
D X L ft '
17.4 X 21
17.4 X 21 7.4 X 5.8
31.5 X 21.4 X 14 '
V cu ft 4994 4994
2494 10476'
L,%: (9 + sine)'
4 0 ; 2.40
3 7 ;
2.34
3 6 ;
2.32
3 5 ; 2.30
W St '
289.6
267.9 13
297.6
V cu ft 998.7
923.9
44.9
4400
N rpm
12.5
12.3
20
10
68 67
71
73.3
P hp inst al led/ consumed
4250/4410
4000/ 200/246
/6970
New feed st/h
483
365 12.5
623
Circu lat ing load ratio 4 1.5 2 1.67
Q, st/h
2415 912.5
37.5
1663
CT
Ib/ cu ft 172 ' 172 ' 172