B. A. R. C.-668 GOVERNMENT OF INDIA ATOMIC ENERGY COMMISSION STUDIES ON APPLICATION … ·...
Transcript of B. A. R. C.-668 GOVERNMENT OF INDIA ATOMIC ENERGY COMMISSION STUDIES ON APPLICATION … ·...
B. A. R. C.-668
sGOVERNMENT OF INDIA
ATOMIC ENERGY COMMISSION
STUDIES ON APPLICATION OP AIRLIFT INFUEL REPROCESSING ENGINEERING
byA. N. Fnsad, G. R. Bilaiubramanian and K. Raoganatban
Fuel Reproceuing Division
BHABHA ATOMIC RESEARCH CENTRE
BOMBAY, INDIA
1977
B.A .R . 0 . - 6 6 8
GOVERHMEHT OP IHDIAATCMIO ENERGY COMMISSIOU
STODIES ON APHilOATIOU OF A U t l i M I FFUEL HEIE0CES3IH0 ENGINEERING
by
A.N. Erased, O.R. Balaeubramanlan ana K. RanganathftnFuel Reprocessing Division
BHABHA ATOMIC RESEARCH CENTREBOMBAY, INDIA
1977
INIS Subject Category : E15: E13
Descriptors
FUEL REPROCESSING PLANTS
FLUIDS
RADIOACTIVE MATERIALS
MATERIALS HANDLING
TRANSPORT
PLUTONIUM COMPOUNDS
SOLUTIONS
AIR
ENTRAINMENT
FLUID FLOW
FLOW RATE
MEASURING METHODS
STUDIES OH APH.KUIIOT QP AIHIiIBT IHFUEL HEHtOCE3SD)G ENGINEERINB
by
A.N. Brasad, G.R. Balasubramaniarl* and Kg Hanganathan
1. mXHCDUOTION
];ran primitive days a i r l i f t la being used BB a mode of
transport c£ llquidB, i s view of tiie abaenae of moving partB and
eimplioi ty of the system i The baelo prinoiple that whan a i r i s
bubbled in one ce* the l e g s , the column of l iquid a ir mixture, r i ses
to balance the liquid l e v e l in the other U leg and thereby provides' a
l i f t , 1B being u t i l i s e d . When handling radioactive f l u i d s , the problems
aesoolated due t o the frequent fa i lure of the moving parks I n the caea
of diaphragm arid centrifugal types of pumps, make one explore the poss i -
bility of utilising air l i f t for transport of these radioactive liquids.
The air l i f t system oan alao be employed for metering the fluids by
metering the prime air used,. provided a suitable relationship between
tho two ooold be arrived rat. totoe present series of experiments were
conducted to study the above possibility.
2. 3XHSR3MEOTAL SET UP OF DIRECT METERINO SYSTEM
The general arrangement of the set up 1B eh own tn F i g . ( i ) .
From the available height consideration, the maximum possible .column
of a i r l i f t was only 12M. To study various column heights of air l i f t ,
the pipe chosen waa f l ex ib le polyvinyl ohlorlde pipe of 18 mm inside
d i a . Three types of differences were studied. The or i f i ce used was of
6 mm dia of the shape shown i n Mg.( -1) . It was found that there was
hardly ^ - 3% variation i n l iquid r a t e . The a i r far the l i f t WBB supplied
* Pow i n R.R.O., nelpakkem, Tamil.Nadu
- 2 -
through a pressure regulating valve and was metered through a rotamater.
The air l i f t column venta to a vent pot mounted on pulley to facilitate
location at different graded heighta. The pressure In 'she vent pot was
measured through a manometer* A level probe was Inserted ID the vent pot
for purpose to be discussed later , the liquid from vent pot Is drained
te ths col lset i i^ syetea. The discharge from vant pot was of open discharge
type to avoid pressure variation likely lo ariae from variation of height
of the pot of colleotion. The fluid tried waa water. The feed to the air
l i f t waa from oonetant level source, which 1B another overflow pot fed
either by another auxiliary all l i f t t pumping from the tank from ground or
by a tank located above. Tho experiments were so planned that there waa
no joint In the air l i f t column. Experiments were carried out varying the
column height from 3M to 12M and submergence Was maintained at 30$, 40$
and 5C# at each column height. The liquid rate for particular air rate
was measured for each case. Air rates were increased t i l l entrainment
could be observed. The s?rta of curves Indicating liquid rate v/s air
rate at room pressure and temperature for eaoh submergence of each oolumn
are plotted (Tigs. 7-13), The air pressure used was just enough to
balance the hydraulic head and provide the flow. The flew of air i s
oharactarised as foi l owe i At Ion flow rate there is formation of small
bubbles and at a particular atage there begins a formation of bubbles
Ilka a piston - the piston size increases at higher rate and the rate of
Blip also increases. At higher ratea there i s almost, continuous column
of air , the liquid foaming a film on the aides. The piston type of flow
provides the maximum efficiency. Ae the bubble size increases ( the s l ip
increases and inefflclenoy seta in . It can be observed from the curves
that there la a well defined region of linearity and a region of plateau
- 3 -
which meane only about BO - 40$ of the total range i s available, for
metering purpose. The plateau region forms almost 40 - 5U$ as the eff ici-
enoy of the l i f t varies for different oolumn heights. However far u
particular set up, the readings feme very well reproducible. This indi-
oatoa the possibility rtf metering in the l inearity region, with accurate
measuring device, in the range raided. However, each system needs ca l i -
bration arid is true as long as the orifice size ie not altered either by
sal t imposition or dir t accumulation.
3. EFFICIEHCY OP AIR LIM
If one assumes is^iobeipial conditions in the a i r l i f t column,
an approximate relation can be developed by equating the work done to
l i f t the liquid through the l i f t height, to the work done by the isother-
mally expanding s i r ironi submergence pressure to vent pressure.
i . e . Whe -4 IB Va Ing (Ps/Fa)or HT1 log (Ps/Pa)
Where W = fft rate of liquid
he = iht of l i f t
Ps = vent pressure + submergence pr.
Va = Volume of a i r used at Pa at room tern. 20"C
Pa = atmospheric or vent pressure
If V i s actual wtg liquid pumped then
E = W he
Pa Va log (Ps/Pa)
The efficiency for each system is plotted in Pigs.(7-13)
It is seen that the efficiency varies erratioally with different column
heights. These equations are however approximate, especially for these
diameters of system. The surface of the pipe, surface tension and
- 4 -
viaooai ty of l iquid i Te loc i ty of a i r m t e r mixture which decide tha
bubble farming ebaraoterlBtioa aaem t o ocntrol s o r e . However, the
theore t i ca l axpaotatlon of i increase in l iquid rate f a r increase In
aubmargenoe la followed, pue t o area of looat lon no other aqueous
l iquids oould be tried* With kerosene and 556 TBP i t waa found that
thd frothing la s l i g h t l y more and In WO tuba due t o i t a wetting
c h a r a c t e r i s t i c s , l iquid e l i p a more.
4 . HBTBHIHO THE LIQUID BY VARYING THE SUBMERGENCE
Because of the wide range of. plateau one oan see If one could
vary tha aubmerganoa, the plateau region w i l l oonat i tute a metering
system* Pur t h i s , for a particular system of 12 M column height, tha
submergence waa varied by laaana of varying the vacuum in the vent pot ,
maintained by ua a i r j e t . The s e t up i s shown i n F i g . ( 2 ) . The vent
pot drain log waa oonnected t o l iqu id leg in a overflow pot, to f a c i l i t a t e
maintaining the necessary vaouum - the seal l eg l ength had t o be equivalent
t o the submergence to be created by a ir j e t . An addit ional height ia
provided for the free draining from vent pot to overflow pot. The exper i -
ments ware oonduoted t<pe a ''2 V. column with maximum vacuum of 25 mm of
Hg and the l iquid rate for d i f ferent a ir ratee found out. The curves in
Pig.14 Table IV prove tha aanumirtioiii eince one aeea wal l defined plateaus
f o r eaoh aubmergenoe af ter a i r xate around 20 1/min. The vacuum waa varied
from 150 an t o 250 mm of mercury. Mile matho* a l s o , whenever height
perm'lta, can be used far materin;; uiclng the plateau region whera f o r
var ia t ion of a ir rate upto 30 t o 4054:, the l iquid rate varies by 45*.
5 . KBTBSIW BY MBASDSIRO THB IB1JB1 1S.THB VERT PM
Bxparlasnta were oaxiiAd out t o sttiSy the poaalbi l l ty of ualng
tha l iqu id l e v e l in the vent pat tie an indicat ion of tiie l iquid flow
- 5 -
rate* Tho vent poet WRB provided with a remote pneumatic liquid leve l
indioator aa well ee vioiinl l eve l measurement, i t was observed that
thex* wao not appreciable l e v e l build up in the vent pot as the liquid
flow r a t e s were increased; ihe variat ion of the l e v e l due t o airpuiBation
i t e e l f woe of the order of 25 - 40 mm. She maximum l e v e l change that
oould ba observed was about 100 - 125 mm for the whole range. A reduction
of the a l so of the vent pot t o 50 mm did not resul t in any improvement.
Ttom the consideration of venting a ir and entrainment the 50 mm size was
to umall.
6 . MEZTEBtHO BIT OONTHOLLrNO THE LIQUID HEAD ABOVE AH CR IF ICE
The dependence of the l iquid flow rate on the s i ze of the d i s -
charge o r i f i c e and the hitight of the l iquid column above i t i e well known.
This could be u t i l i s e d as a means of measuring the l iquid flow rate .
Experiments were carried out with a 1.6 meter and 75 mm dia pipe provided
with a l e v e l measurement. Orifice plates of di f ferent s i z e s could be
eorewed at the bottom of the pipe. The following o r i f i c e s i ze s were
used 1.5 mm, 3mm, 5.35mm and 6mm. The pipe was f i l l e d with water and the
flow rate wae measured at dif ferent l iquid l eve l s in the pipe. The
l iquid flow rates were plotted against the l iquid head in a log-log
sheet (F ig . 15 Table I I ) . Ffccm the curves i t can be seen that the olopa
of the s tra ight l ine ia 0 . 5 . The or i f ice coef f ic ient could be determined
by the intercept and was found t o vary between 0.67 - 0 . 8 . After these)
preliminary t r i a l s , a scheme as Bhown in S?ig.(3) was worked out to
u t i l i s e the a ir l i f t for maintaining the constont l iqu id l eve l in the1
pipe. A aimilar system has been reported for the oontrol of interfnce
* K. Srinivaean, et al "Pilot Slant StudieB in a Pulsed SolventExtraction Column" - BAEC 589 - 1973.
- 6 -
In a puleed solvent extract ion column using a lx l i f t for the aqueous
discharge from the column. The 75 dm dia l iqu id column was fed by means
of the a i r l i f t and the rate of flow of a i r was controlled by a d i a -
phragm control valve whose operation was governed by the l e v e l in the
75 mm dia pipe. The control ve lve used was a f lu ted trim type. Two
s i z e s of orlf loe - 3mm & 1.5111111 were used in these experiments. The
performance was s a t i s f a c t o r y . The l eve l could be controlled w e l l ( the
flow rate variat ion waa within acceptable l i m i t s and the roprducibi l l ty
good. The r e s u l t s are shown i n Table I I I -
7 . HETBRIBQ BY OOTTROUiINO THB. LIQUID DISCHARGE BY MEANS OFCOTTHOL VAIVE
Another mode of metering tried u t i l i s e s the prinoiple that
when ths head i s constant f o r a particular o r i f i c e s i z e , the flow i s
constant . The scheme i s shown i n P ig .4 . In "the submergence var ia t ion
system t r i e d , the overflow pot was provided with drain connected t o a
diaphragm control v a l v e . The height of loca t ion of diaphragm valve i s
suoh that the head avai lable does not drain the l iquid fas ter than the
feed from vent pot. Overflow was always maintained. The diaphragm
control valve air pressure was changed from 3 - 1 2 ps ig . The l iquid
rate at particular jprosuure se t t ing waa measured. It was found that
the r a t e variation wae w i th in 3$ for a f i x e d s e t t i n g . However, -the
l inear re la t ion with a i r pressure and l iquid ra te could not be obtained
as t h e diaphragm 'oontrol valve i t s e l f did not have proportional character -
i s t i c s , as ver i f ied by feeding water from di f ferent constant l e v e l t a n k s .
i s chore was no other1 diaphragm Control valve a v a i l a b l e , the proportion-
a l i t y a l iquid rate {to diaphragm oontrol valve a i r pressure could not
- 7 -
be confirmed. Beoauee far a particular liquid flaw diaphragm control
valve pressure i s fixed - *he l i f e of diaphragm control valve i s very
high.
8 . APHiICillOIT OF AIR LIFT FOR ERAHSFER OP CONCENTRATED PLUTONIUMSOLUTION
Since for hlghi concentration plutonii'-n l iquid transfers
effected by ateam je t t.yetem, th.i movement of l iquid have t o be either
by gravity of a i r l i f t , involving no moving parts . Experiments were
carried out t o study the problems of transfer of highly concentrated
Plutonium so lu t ions in the process c e l l s of the proposed Reprocessing
Development Laboratory at HalpaUkam, Madras. The tanks in these c e l l s
w i l l be of safe geometry and a maximum height of 2 meters. The c e l l
height i s 5.5 metres. Gravity flow from one tank t o the other i s not
possible due t o the height l imi ta t ions of the c e l l s . In most cases the
transfers are t o be effected between tanks in the same l e v e l s .
By adopting the a ir l i f t system u t i l i s i n g the available suli-
mergenee, only about 4f# of the tank could be emptied in a period of
about 30 minutes. By supplimenting the submergency leg by a vacuum of
600 mm of water r almost a l l the contents of the tank could be transferred,
the hold up being about 150 - 200 ml i n the submergence l o o p . The
arrangements are shown in Fig . (5 ) . The maximum vacuum that c ould be
applied t o booot the submergence i s limited from the consideration of
head for flow from vent pot t o the receiving system and a reasonable
height of a t l e a s t 1.5 meters from the vent pot no -no a ir j e t or any
vacuum system which w i l l be located on the top of the c e l l s .
P i g . ( 6 ) shows the proposed layout in the process c e l l s of the
Reprocessing Development Laboratory.
- 8 -
Entrainment $ liqulfi by air wi l l be a serious problem when
handling concentrated Plutonium solutions. To minimise the degree of
entrainment, the vent pot was provided with a perforated plate and the
air was made to impinge on I t . The air insuing from this pot was made
to pass through another similar pot with a perforated plate. The
liquid collected could drain back to the tank. The degree of entrain-
ment was determined in the following way. 1.5M sodium nitrate solution
was used to simulate the concentrated plutonium solut ion. The sodium
nitrate solution was reoiroulated in the tank i t s e l f using the air l i f t
system for one hour. The air issuing out of t"he vent pots was made to
paos through a known quantity of water in a wash b o t t l e . (150 ml -
measured after stopping the air l i f t ) . This was mixed well and analysed
at the end of the experiment. It was found that the concentration a?
sodium nitrate in the wash bott le was 1.5 ppm. The entrainment for one
hour works out to be 0.0017 ml of the parent l iqu id . Extrapolating this
to a case of the most active dioeolver solution having an activity of
4 ourieB/ml, the eattainment in One hour works out t o be 6.8 a i l l i o u r i e s .
The entrainment oan be further reduced by providing a f i l t e r before the
air Jet or vacuum system. It may be nsoessary to isolate tho system and
provide a shielding if needed and maintain periodic wash down of the
Unas with steam or dilute acid to avoid build up of act ivity . The
entrainment calculations are shown in Appendix *..
9 . GENERAL EffiCAUTIONS
Far better performance the air l i f t column must be as straight
as possible and -the weld joints must be minimised as there Is likelyhood
of breaking of the bubbles. The vent pot can be vented to feed tank
i t s e l f and the tank provided with sufficiently bigger vent.
- 9 -
10. 00NCHJSI0N
These experiments have proved that air l i f t i s a valuable
tool far a reprocessing engineer, It can be used for metering directly
or a part of a metering system. It can be adopted for handling highly
radioactive solutions and the entrainment oan be sufficiently reduced
by introducing suitable de-entrainera. The most important advantage
is the absence of any moving parts and i t s wider flow rate ranges.
It oan a1 J be used successfully to transfer completely solutions
between tanks at the same leve l .
ACKNOTIEDGEM3HE
The authors wish t o thank Shr l B.G. t e l e , Shr i S.H. Tadphale
end Late S h r i B . I . Uimavane f o r carry ing out the experimental work.
Table - I
iffi L&I HHFtElUSCE MS DWBCT WSOUMi
l iquid imta 1 (lph)
ef Ult5 In f l • 19 III an T| x 3) lm T« = 40
j TJWOTB- ! Actual jBffloleiwj- i Theanij t lo i l ; j { Mart I
• Thoore-; tgtaal i>."'lelenc»; 1]isor»; «etual{ Errielenqt th*or<4• t i e d ' ' • tleal i i * tleal '4 1 1 1 ' • h
detail
Ibtd.h.Itfrt
SS'
SO'
U>
10"
«
CD
80
SO
«
90
90
«
3D
S3
«
90
•a
<aso
SB
«
90
I11.S1S4.S
HS.C
MS
1W.0
1U.0
17S.S
XS9.S
17S.S
—
as. a18U0
122.0
S71.S189.00
M2.0
S8.8
862
uc133
80
110
n i l
93
90
—
84
—
SB
ato
90_
7.00aa.oo37.BS
88
78.00
48.09
M l
55.70
M.S0
—
S1.70
M.10
—
is.a10.80
18.00
turn_
22S
sa4ST
490
SSB
498
S4T
s i ?
5S1
SIS
SSB
381
944
S4S
22*
S7T
nassr
BS161
» •
sss
2 U
IBS
198
154
84
180
112
40
114
110
es
140
64
40
88.0049.O3
44.8>
5164.00
43.00
43.00
43. »
W.80
4A.B
K8.B0
54.00
90.70
w.«S1.00
29.10
JT.90
34. ID
16.00
•A.IO
44«
658
974
980
rtt448
990
894
1054
70S62S
1093
754
438
1088
758
44B
1154
79«
814
184
240
8.18
SB)
1.78
ass
sre230
isa
179
192
110
ITS
154
104
1E8
IS)
78
SE.8
S8.4
M . 4
31.5
S8.8
28.S
20.3
a.o
2S.B
SSJB
2S.2
VJ0
28.80
22.4
1B.2
« . 4
22.8
U . 9
18.4
14.8
EE9985
148
870
704
872
1485
1041
1E71
10SS
989
1500
1086
7S2
van1134
77?
Wai
1953
T*«
IBS274
S68
284
905
*<4
SSB
2S0
90S
250
188
S28
191
£99
190
160
102
i°a
1 3
78
27.827.8
SB.7
».e4S.2
31.6
24.0
19.3
94.8
17.8
a.st/.i1S.4
11.1
U . I
15.2
« . «
1S.0
!S.2
8921558
B48
two15H
898
IB80
1S88
SDS8
1404
1X52
2120
t « 8
978
2172
1S1E
898
2KB
1S44
S 8
!92279
370
1U
SID
213
S29
250
299
282
188
350
US
114
ISO
1 »
94
194
?JD
88
21.720.8
19
nil
23.0
24.4
18.7
ia.o
14.S
18.7
13.4
lfl.5
1S.2
11.8
8.7
10.8
20.5
9.S
7.1£
8.4
Table - I I
VJRIJfEIQN OP LIQUID RATE FOR DIFFERENT ORIFICESIZES AT VARIOUS LIQUID HEADS
trrct «ff liquid
l«SO48oc?U>«c
198
lac
{ S • •
iA
•e.o89.7S7.878.0ne» aM * 8
304.4117.0139.P
]" 1.8 M 1" 1•1/aln 1Aim.
1M l.t918 S.S
3B» t
870 4
410 1
4110 1
4W (
830 1
G40
U«t.41.0
1.8
1.0
1.18
r.o
flaw rate takm whaa l«r«l van aanntnt In p«* byt«vol roiowod 2a ii
Taole - I I I
METERING BY MEANS OP THE LIQUID DISCHARGETHROUGH AN CHIFICE SIZE - 3 ram
. 1 -
Sat laval '
Callbrnt-Ian*
15
3ft
3ft
30
38
40
48
BO
85
W
65
TO
r Aotunl laral
In onatrmorifice
% eall
14
19
24
80
34
39
43
48.00
54
59
84
00
BB.2B
34.03
40.48
4T.30
93.70
90,00
ae.io72.0070.1084.5001.7008.10
How rata j Aetnal flow rate apheall- mmTT
tad at different ptftioda1 1 9 f 3
brationgraphtph.
54.460.660.071.075.878.083.067.908.005.008.0
102,0
54.0•3.007.2«0.O74.478,081.088.801.204.800.0
102,0
55.303.407.071.073.278.080.780.0ftl.805,000,9
103.0
54.802.0ae.o71.074.078.181.080.101.104.0
101.0loa.o
MBi h»<nl r*£«rr«d i* lavaft prpbt which ic 19.5 • • above arifleatorraapenda 1ST tm» trim lavol praba.
Ttt'ula
METEBIKe SHE LIQUID BY VARYIHG THE BUBMEIlUEWCE
Faroentaga of
Air THU inl i i r t i pusUinnt*
Vattr r»4« In Htfei pti*
10
12.5
15
17,a
20
22.0
48,5
82
77
S8
82.9
49
G4.5
61
80
96
toe
113
118
77
98
19S
126
1?.»
1SS
tSP
07
117*5
190
151
159
IOC
189
19S.B
104
173
181.5
183.0
FIG.-1 EXPERIMENTAL SET UP FOR STUDY OF USE OF AIR Lit- T FOR DIRECT
METERING
VENT I LEVELPROSE
HEIGHT OFLIFT
COLLECTINGPONT TOCHECK THELUUDRATE
18mm ID.VC.AB
LIFT COLUMN
100mm SQUARE VENT POT,,WITH ADJUSTABLE
MOUNTING HEIGHT
VENT I
ROTAWTER
AUXILLARY AIR LFT FORCONSTANT SUBMERGENCE WATER FEED
TANK-2
OVERFLOW
\
-A-DRAIN
I/4"SCHIOPIPE
DTYPES OF DFFUSERS TRIED
FIG.-2 USE OF AIR LIFT FOR METERING BY VARYING SUBMERGENCE BY VARYING
VACUUM W VENT POT
VACUUM .VAC. HV<L-HO I
100mm SIDEVARIABLE HEIGHTVENT POT
PROBE FOR PRESSUREMEASUREMENT
RO1AMETERPRESSUREGAUGE
(7\ RRV
NEEDLE J~INALVE u
H L - 1-eiGHTOF LIFT
H V - BOOSTED SUBMERGENCE
HD- HEAD FOR D R A W *
MATER FEED TANK.
COLLECTING PONTFOR CHECKINGUXJDRATE
AR FOR IAUXILLARY %*AIR LIFT T
FK5r3 USE OF AIR LFT IMDIRECTLY FOR METERING BY FEEDING TO A CONSTANTLEVEL POT
OVER FLOW
8Cms.DIATUBE
REMOVABLE vORIFICE PLATENj
1
Cm*
. TRANSMITTER . —
VENT 1 ••
r
i NLEVEL PROBE,IOjrCitM
YlLIQUID COLLECTION aRATE CHECK POINT
laomm SIDEVENT POT
l8mm.DIA.aH:EED AIRLIFT
RECORDERCONTROLLER
i
PRESSUREGAUGE
/•>
J , J , 1 J . COMPRESSEDDIAPHRAGM^ NEEDLE 1Tf AIR SUPPLYCONTROL VALVEWLVE
WATER FEEDTANK
enunAIRLFT TlORIFICE J
FIG.-4 USING AIR UFT INDIRECTLY FOR METERING WITH THE HtLP OF ADIAPHRAGM CONTROL VALVE
VENT
CONSTANT,HEAD POT
-JL
JD.C.V.
FOR A FIXEDAPPLIED APPLIEDPRESSURE OND.C.V. ORIFICEOPENING ISCONSTANT.HENCERATE IS CONSTANT
PRESSURE PROBEVACUUM 600mm IOF H20 NJ .1
FIG-5 SIMULATED SET UP FOR STUDY OF TRANSFER OF CONCENTRATED PLUTONRJMSOLUTION
AIR FOIRARJET
VEiHTPOT
PERFORATEDPLATES -
780mm.
•8
AIRUFT
PRESSURE PROBEVACUUM APPLIEDfiOOltMn-af HgO
3M.
TSmmdkiTANK.
[OVERFLOW
arcm.
ZSOCffJ
1_ I 480mm
KNOWN AMOUNT OFABSORBENT THROUGHWHICH AIR IS mSSEO
FIG.-6 PROPOSED AIR LIFT TRANSFER SYSTEM FOR CONCEN >
SOLUTION IN A PROCESS CELL
U> RUTONIUM
ro AIR JET
Mil*
\ ; -
1 • -
, A
• ' a'
0
iaa
CELLsiror •
VfSLL
. " • *
i
- • .CELL ROOi : CONCRETE WALL' \ - • '> >v.
+ 5.5M.
FEED SYSTEM TOMIXER SETTLER
V\
INTER T A N K ^TRANSFERS
., • -
* . . • • • • » • •
VENT P O T ^
I JAM
—
1
1||11||
i
JJ
5
AIR TO AIR LIFT
V
1+2.IM.
EVER SAFEDIA. TANK
-O.IM0.0 CELL FLOOR
COVERED AIR LIFTSUBMERGENCE PITS(POISONED OR EVERSAFE)
1 /
. AIR RATE Ipnt-
io is teo
AIR RATE Ipm.-
AR RATE Ipm.-
110 20
AIR HATE Ipm.—
10 20
AIR RATE Ipm.-
t±m- %ki
% EFFICIENCY
AIR RATE Ipm.-
AIR RATE Ipm-
log
n
i1ij
FWrli POT CAUBRATIW
- ^
pHEM) IN
CURVE JS*^
nCm. •
no
Appendix - X
Bntrainnent studies
Concentration of NaNO, in 150 ml of solutionthrough whioh the exh&uat air has been passedfor 1 hour
Molarity of the solution ' '
Holes carried
Volume of 1.5 M NaNO- carried
Rate of entraimnent
Assuming water absorption efficiencyonly 5 $
Normally a tranafer takes 7 mlnuteB tobe completed
• *. . Entralnnent/tranBfer
Assuming the dase of dlesulver solutionof aotivity 4 o/al. (total activity)
Activity entrained/transfer
Since about 252 litres of std air isused/transfer - activity level of air
1.5 ppn
1.77 x 1
1.77 x 1
.0015
1.7 x 10~5 ml
ml
1.7 x 10"5
3.4 x 10~3
3.4x16~\ m l .100 of
liquia
1.688 mill! curies
6.3 uc/litre of air
Appendix - II
.0 IKPIUEHCE OF lastli HEIGHT <B COIOMN
One ia Interested to know how the total height of airl ift
oolunm influenoea the discharge rate.
Considering isothermal aonditiona and applying equation (1)
for the weight rate of flow: W
Whe - M l o g ( B * ; ^ " * - ) „
- M log ( h ah ^ t o ) x e
e • efficiency factor
ha • atmoppherio pressure in ft of water
ha • submergence pressure in ft of water
ha - height of l i f t In f t . of water
If H la total height of oolumn and S Is submergence, factor
oan be putt
W-H- 0 - s ] = e . RE log( h a ^ H X 3 )
One finds from the equation tf there are two l i f t s , working
on the same liquid, satre submergence and effioienoy for a given air
rats , the discharge 1B more far an airl i ft of shorter length. For.
example, theoretical ratio of liquid rates for different height of
columns, for 50$ submergence conditions are 0.86, 0.895, 0.95 for
T»0 W40 ff40 where V 40 indicates weight rate of dischargeW10 , W20 , W30
far 40' oolumn air l i f t .
From the experimental figures we find that these are not
followed as the effioienoy factor not only vary for air l i f t s of
different heights, but also for different air rates.
The efficiency of a l i f t la Influenced by llquld/alr ratio
and average velooity of mixture through the tube. The recommended
velocity given in literature are for 1/2" and 1" nominal bora pipea
In the table. It la found in our experiments that efficient lifta
have liquid/air ratio kg/litre around 0.54 - 0.44 and velocity of air
liquid fixture 0.42 - 0.80n/aec. depending on submergence head. Table
gives the liquid/air ratio and mixture velooity at maximum discharge
oonditions.
Influence of density of liquid
The equation (1) oan be written an
«he - e -HP leg ("* ^ B g )
- e RT log (1 + H )
- a HI log (1 +fj£ )
he • height of l i f t
% » atmoepherlo presaure
VB m submergence praaaura
he • submergence head
9 - density of liquid
The weight rate of liquid discharge ia more for l i f t
operating on heavier liquid, If a l l the other conditions are aame.
"Recommended design parametere, for 1/2" and 1" dla nominal
bora plpeai
£ eubmargence Liquid/air kg/l i ter
35 0.174
50 0.352
65 0.615
Rtnonaended maximum baok flow velocity 1.5 m/seo.
•Reactor Hani Book Vol. II - Fuel Reprocessing.Kurbohenlo Technical Report - 27.