Desalination,66 (1987) 285-298 Elsevier Science Publishers B.V.,Amsterdam-PrintedinThe
IMPROVED ANTISCALING
285 Netherlands
TREATMENT FOR DESALINATION
P. ZINI' , R. ZANNONI', R. LUCENTI 'Rohm and Haas European 06560 Valbonne, France
2
Laboratories,
Reggiane Officine Meccaniche, Emilia, Italy
PLANTS
Sophia
Antipolis,
V. Agosti 21, 42100
Reggio
SUMMARY The continuous evolution in polymers technology has recently provided tools for designing and industrially producing several new classes of water soluble polymers. Progresses in the usage and understanding of water soluble polymers have been important, for instance, in oil fields applications, in detergency, in mining and, of course, in industrial water treatment. Among those latter we will present a case of a new development in the area of polymers usage for multiflash evaporators plants, where high temperatures (+ 11OOC) and low risk operating conditions can co-exist in order to maximise the plant efficiency and productivity. This paper covers two aspects of this development, mainly the initial lab work and the plans for confirming those results in a newly built MFE plant. INTRODUCTION The experiments
used raw
sea
water in
a
laboratory
apparatus of the type shown by Elliot et al. to give results (1,2) which correlated well with plant experience Elliot's apparatus consisted of a glass cell, 4 in. ID and about 12 in. long, into which sea water, with or without additives, was pumped at a slow rate of about 10 l/day. cell contained a steam heated approximately maintain
"U" tube of aluminium
12 in. long x 0.35
in. OD, which was used
the sea water at the test temperatures.
usually in the region
The
brass,
93 to llO°C. An
These
air sparge into
to were the
cell continually removed CO2 released by the decomposition
286
of bicarbonate simulation
sea water, thus giving a
in the heated
of
the
water
conditions
good
in
an
evaporator, and a throttling valve balanced the flow of
the
chemistry
usually
sea water out of the cell with the feed rate. Tests
scale
continued for a period of two weeks. During this time deposited on
the heated
vessel walls and the off
was scraped
amount of
sea
of
as on
glass
the
area
scale from each
the performance
the total
quantity
water
of
the
scale on
the
feed,
usually
sea water. "Good" additives
expressed as mg scale/kg conditions
the particular
and
and weighed
unit
per
U tube
base plate. The
gauged by
additive was U-tube
as well
the
of
experiments
under
seemed
to
produce less than 1 mg/kg of deposit on the heated U-tube. The
undertaken
measurements
the apparatus were
work
present
in two ways
represent advances on Elliot's work the amounts of scale
the
in
:
firstly,
and the rest
on the U-tube heater
of the
and secondly,
measured separately,
use of hot air as the heating fluid instead of steam enabled heat transfer measurements
to be
EXPERIMENTAL
Elliot
constant rate
experimental (1)
.
et al. into
each
of
technique Sea
closely
water was
the cells
metering pump, each head drawing reservoir.
an
of additive performance.
DETAILS
The general that of
proceeded
be derived, thus providing
and scale fouling factors to extra measurement
made as the run
by
followed
pumped a
at
head
three
sea water from a
a
separate
Each cell consisted of a 6 in. nominal bore glass
pipe line, 16 in. long, sealed at each end by thick plates of 90/10 copper/nickel the end
alloy.
plates allowed
feed devices.
A
overflow weir
and liquid
0.5
in.
liquid depth of about 13
bore Cu/Ni
various measuring pipe
level controller,
served
as
an a
completely
excess sea water flowed
of the cell to another level control vessel. A sparge fed argon continuously
or
maintaining
in. in each cell which
covered the U-tube heater. The
into
Holes drilled or tapped
insertion of
into the base of the vessel.
out pipe,
281
II +-l
288 This bubbled up through the sea water, removed CO2 liberated as
a result of the decomposition
also served to deoxygenate sea
water
conditions
chemistry
desalination
plant.
of bicarbonate by heat, and
the sea water, thus similar
The injected
argon
maintaining
to
those
gas plus
in
CO2
a and
water vapour left the vessel through a single tube condenser and passed into the level control vessel. These gases,
plus
excess sea water, flowed as a two-phase mixture out of vessel
to
drain
maintained
a
via
pressure
control
valve
this which
the absolute pressure required in the test cell.
The inverted U-shaped heater was made from 0.25 in.
OD
tubing, also of 90/10 Cu/Ni alloy to minimise corrosion. The total length of pipe
in this heater was
27.1 in. The
base
plate was fixed by a number of stainless steel screws to the thicker end plate at the bottom of the cell and sealed by
a
rubber gasket. At the end of an experiment the entire heater assembly could be inspection.
unscrewed and removed
from the cell
for
In contrast to the steam heating used by Elliot,
in this work
air was used
as the heating
medium. Air
was
separately supplied to each heater via a commercial electric heater
("Sikkens"
paint
raised its temperature
stripper,
to c.
outlet from the U-tube was to the sea water with an air
rotameters were used
of 105 l/min. to monitor the
Low voltage
wound round the outside of These were
to
speed up
temperature and, during
kW
rating)
determined by the heat
and was typically llO°C
flow rate
U-tube heater.
1.3
200°C. The temperature at
Three calibrated air flow through tapes
the glass section of each the
attainment of
a run,
the
were operated
the
transfer
for a clean
electrical heating
which
tube air each were celi.
operating
at very
low
power to maintain this temperature. The overall
heat transfer
were calculated from the air outlet of
coefficients
in
each
temperatures at the inlet
cell and
each U-tube heater, and the sea water temperature.
289
For
these
O.OlOC.
measurements
platinum
used, calibrated
against a
three
thermometers were
resistance
The
directly as temperatures
thermometer
on each cell to hot air
were
outputs
box. Two thermocouples
on a
were
chart recorder
of used
sea water and
provide measures of the
inlet temperatures
to read
on the digital scale
to O.Ol°C
an automatic potentiometer
resistance standard
as
the quick
checks on the operation of the cells. Each
cell
was
filled
with
sea
water
containing
inhibitor at the appropriate dilution and gradually up to
temperature by
the operating
tapes. This took
about four
means of
hours, during
brought
the
heating
which time
argon flow to each cell and the pressure relief valve the level
control
vessel were
pressure reading of about
adjusted
0.5 bar on
to give
the after
a
gauge
each cell. Once
this
temperature was attained the feed pumps were switched on and the hot
directed through
air streams
heaters. As soon as the few minutes after air flow rates readings almost
the
U-tube
feed commenced) air temperatures were taken for
immediately.
each of
air temperatures had stabilised
These
first
each cell and readings
compute overall heat transfer coefficients, U
repeated used
were 0’
between
U-tube heater and sea water before any significant
coefficients
for each
to the
amount of
scale was deposited. These U o readings were regarded as "clean" heat transfer
(a and
the
U-tube
of the
exchangers. Hourly readings of temperature and air flow rates
were
taken, from which overall heat transfer coefficients
(Ut)
were computed. For
the thermal
fouling
follow the increase of the
fouling
resistance R W
R
W
=1
11
-t
each value
of u
could be calculated
t' from
k 11
-0
It was thus possible to
resistance with time as the run proceeded,
290
Apart from reducing the amount of scale deposited from sea water on heated surfaces an anti-scaling additve may have the further useful property of
modifying the
deposit
structure so that it is only loosely held on the surface and amenable to removal by shear forces from the flowing fluid. Since many miles
of heat
exchange tubing are
water distillation plants the could
be
significant in
effect of
relation
to
used in
deposit the
sea
strength
overall
heat
transfer coefficient and
hence tubing capital costs. When scale deposits qualitative observations were therefore made of their relative hardness and adherence scraping off
the
to the heater surface, as well as of their colour. After
each
series, the
scale
characteristics were
summarised under three headings : (i) Qualitative examination of colour, hardness and Scanning
Electron
structure.
Microscopy
the
deposits
(The latter
and
X-ray
for
employed
diffraction
measurements). (ii) The mass of scale deposited on each of the
U-tube
heat exchangers. (iii) The
heat
transfer/fouling characteristics of
these heat exchangers under scaling conditions. The results also show that approvimately twice as scale was deposited on the cooler outlet legs of
the
much
U-tube
as on the inlet ones. Comparisons of the amounts of scale deposited
per
unit surface
parts of
the
cells
area of
the various component one exception, the
show that, with
amounts per unit area on
the unheated surfaces were
larger
than those on the heated surfaces. The exception is the test scale with untreated sea water where the highest amount of per unit area was found on the U-tube, as would be expected if the scaling
mechanism involved direct crystallisation of the scale on the surface, since the temperature and thus the driving force for scaling should be highest there.
291
It would be expected that scale would be formed on hot surface. temperature
Since
the
sea water
at
is fed directly into the cells at the
temperature,
any
approximately
a very high supersaturation
room
operating
is quickly reached,
which may well be sufficient to cause nucleation
in the bulk
sea water as well as on the hot surfaces. This suggestion is supported by the observation of scale crystals in the
level
control vessels through which excess sea water flows out
of
the test cells ; since these are unheated they should be
at
a lower temperature
be
than the cells and thus there should
or zero
a smaller
driving force
of
for nucleation
scale
inside them, and so any scale present is likely to have been carried there in the flow from the cell. The higher amounts of scale found on unheated
surfaces
than on heated ones could be the result of either or both of : (1)
two processes
thermophoresis,
which
means that
the
small crystal nuclei are less likely to deposit on a surface the higher its temperature, stress at the convective
flow
dislodge poorly
along them,
the
hot
air
which might
from the side.
shear
increased
be sufficient
Calculations
of
the
90% of the
total water
With
inlet
on the waterside
and
outlet
respectively,
air
the
should initially be
about 10°C and l°C above the bulk sea water temperature, that there would be a much greater convective flow of on the inlet side. If
them before
cementation.
they become
more
firmly
so
water
the scale nuclei were initially
weakly attached to the tube surface, this flow could some of
to heat
hot air to the sea
of about 210°C and 117V
surface temperatures
from the
suggest that about
transfer in the cells
temperatures
(2) a higher surface
adherent scale.
heat transfer resistance lies on
and
hotter surfaces, arising
only remove
attached
by
The additives might play an important role here
by producing a porous deposit which was more easily by convection.
removed
292
TEST RESULTS decided to test two
As starting point we available additives, one,
polymer C, is
several operating MFE plants ; good
antiscaling
agent
commercially
already in use
in
the second, polymer A, is
for
general
water
a
treatment
applications but not actually used in MFE plants. A "blank", i . e . a cell
without polymeric additive was
also
run to establish a negative control against which to measure performance
differences.
Among the several parameters
checked, table 1 shows the
results on the scale collected on the U-tube heat exchanger, together with the relevant test conditions. It can be seen that : 1.
The "blank" performed very of scale deposited.
poorly, with a high
This scale was
weight
also very hard
to
remove. The
2.
"general-purpose"
antiscaling
polymer,
although
three the weight of
deposited
scale, did not compared favourably with the
commercial
reducing by a factor of
polymer already in use in the MFE plants. The scale on the heat exchanger protected by polymer
A
was also hard and difficult to remove.
TABLE 1 First test series
Polymer
A,
Polymer C, blank Cell 1
Sea water To Sea water rate Air flow rate Air inlet To
(OC) (l/day) (l/day) (*Cl
Additive level
(ppm)
Scale on U-tube per kg of sea water feed
(mg/kg)
Cell 2
105 29 105 220
105 29 105 220
Polymer A
None
6
1.7
Cell 3 105 29 105 220 Polymer C 6
4.5
0.8
Since between polymer A there were differences moved
composition, we designed
to
and the successful polymer
evaluate
back the
series
to a
relative
One key difference
which
of
bench
importance
tests
of
those
emerged from the bench
tests
parameter on the final performance
of the polymer.
was that the various classes of water soluble polymers significantly
C,
in both molecular weight and chemical
different
salt
tolerances respect
to
have water
containing high Ca++ levels associated with high Na+ and Cllevels. Figure 1 describes
in
chemical composition may tolerance of
play on the
polymers. Low
generally more
tolerant
weight homologues.
how molecular weight
summary
salt ti
molecular weight
to
salts
than
However a relatively
and
temperature polymers
higher
are
molecular
small percentage
of
"ad hoc" comonomer into the main backbone chain, is far more effective than salt
molecular weigh
tolerances
can
variations. Extremely
therefore
be
obtained
also
good for
relatively high molecular weight polymers.
In the (keeping
test
second
as
reference
series we a
tested
repetition
of
two the
variables test
run
previously with the MFE polymer C) : 1.
Higher level of the general antiscaling polymer A (12 ppm vs 6 ppm as in test #l).
2.
A new polymer B (at 6 ppm) designed to be able to tolerate the high salt/high temperature conditions
of a
MFE unit. The results of this series of tests show :
1.
Doubling the level
2.
The new polymer B, dosed at 6 ppm, is almost equivalent
of the general-purpose
antiscaling
agent does not improve the scale control.
to the polymer C, at the bench
indicating that the experiments
scale have an
this phenomenom.
important significance
run to
The
3.
important
polymer C
(from
variation
in
quantity
of
scale
for
0.8
sea
water
1.2
mg/kg
sea
mg/kg
to
water) may be due to a test fluctuation but also to weakeness
inherent product
(commonly recommended for reasonable) may level is no
be on
i.e.
the dosage
keeping the treatment
the edge
of a
longer sufficient to
an
at 6
ppm costs
cliff were
cope with the
the scale
formation.
scale
mglk
-_
-_
‘my 4000 . copolymer
l
\
g
.i
+ooo
s 5 '\
I
‘-
mw 4000
6
temperature
9
12
pm
polymer FIGURE 1 : SALT
TOLERANCE
FIGURE 2 : DOSAGE RESPONSE
The final test series was run with two objectives
:
1)
to test in a single variable mode the effect of dosage level for the higher
new polymer
5:
and 2)
to assess
the effect
of
(115OC) temperatures.
Figure
2
shows the
performance/dosage
response
for
this
polymer. Optimum dosage occurs at 9 ppm, but all the range between ppm
and
12
ppm
gives
reasonable
allowing a certain flexibility To note
that the
protection,
6
therefore
in "dosage malfunctioning".
absolute level
of scale
since we operate at 115'Y. not at 105V
here is
higher
as in test 1 and 2.
295
TABLE 2 Second test series - Polymer A, Polymer B, Polymer C Cell 1 Sea Sea Air Air
water To water rate flow rate inlet To
(OC) (l/day) (l/day) (OC)
Additive level
(ppm)
Scale on U-tube per kg of sea water feed
(mg/kg)
105
Cell 2
Cell 3
220
105 29 105 220
Polymer A
Polymer B
Polymer C
12
6
6
1.9
1.3
1.2
72% 28%
13% 21%
105 29 105 220
Out of which :
on colder outlet on hotter inlet
The
polymer
polymer C. to
the
variations
is
of potentially lower cost than the
This adds an additional safety
MFE
envisaged
B
66% 34%
operations
:
higher
levels
target
factor can
be
(i.e. 9 ppm vs 6 ppm) for the same cost and dosage seem to
have a
smaller negative
effect on
the
scale deposited.
Third test series - Polymer B, Polymer B, Polymer C Cell 1 Sea water To Sea water rate Air flow rate
(OC) (l/day) (l/day)
Additive
115 29 105 Polymer B
level
(ppm)
Scale on U-tube per kg of sea water feed
(mg/kg
12
2.2
Cell 2 115 29 105 Polymer B 9
1.9
Cell 3 115 29 105 Polymer C 6
2.0
PLANT TESTING The plant trial will be run for a minimum period of months at the
electrical power station
of AL-MUKHA
12
(Yemen
Arabic Republic). The tests will be conducted in a single-variable of the
MFE
four
units available.
temperature of the installation units, built
The four boilers and the
The
be used
operating
is expected at llO°C.
to provide
general services of
been released to
mode in two
maximum
water to
both
the
the power plant,
in the test
by the
have
manufacturer
(Reggiane O.M.I. - Italy) and by the owner of the plant. The start of the testing initial tests and
phase will immediately follow
controls needed to
the
check respondence
of
the MFE units to the project requirements. This approach conditions 1.
will
to meet
enable
two
key
testing
(and therefore unscaled) MFE units
working
:
new, unused in parallel
2.
a
regular,
routine
functioning
not
interrupted
by
checks and start-up problems. units are
The four
absolutely indentical.
been designed to work at 90°C with a polyphosphate
They
have
treatment
or at llO°C with a polymeric treatment. The tables
3,4 and
5
show the
key design
data
materials. The MFE units of this plant are relatively
and small
and, as such, easy to run and to check. Their
intrinsic
flexibility,
conditions, makes these
in
units ideal
design
and
operating
for experiments,
the one we plan, where realistic, industrial conditions
like and
rigourous testing parameters are both needed.
Two
of
the
four
units
at
high
as possible, kept at
this
will
temperature
(llO°C) and, as long
temperature
for a
prolonged period
be
run
in order
long term effects of the polymer treatment.
only
to check
the
297
TABLE 3 AL MUKHA P.S. - MsF units manufacturer
Reggiane design data
Maximum brine temperature OC Total production ton/h I, Sea water make-up 0 Excess sea water II Recycle brine II Blow down II Brine to heater Sea water concentration WT% II Blow down concentration Sea water temperature OC Blow down temperature OC kg Prod/Kg Steam Gained output ratio
12.5 36.2 138.8 119.8 23.7 156.0 4.27 6.52 35.0 40.33 7.26
110 17.1 46.7 129.32 109.3 29.6 156.0 4.27 6.74 35.0 41.11 7.34
Reggiane
O.MI.1
90
TABLE 4 AL MUKHA materials
P.S.
-
MSF units
manufacturer
Total number of stages heat recovery section - number of stages - outside diameter of tubes - material
18 15 mm
Cu/Ni 90/10 and albrass
Heat reject section - number of stages - outside diameter of tubes - material Demisters
19
3 mm
Cu/Ni 70/30
Type York N.421, 4.0 inches, AISI 316 L
Shell, Heat recovery and reject sections Tube plates Waterboxes Distillate (tray and duct.) Air vents and pipe
Before actually starting will be
acid-washed
conditions and, tubes surfaces
to
the test
re-set the
more importantly, differences
due,
different start-up programmes, units.
19
or
AISI Cu/Ni Cu/Ni AISI AISI
316 L go/10 go/10 316 L 316 L
trials, both
initial project to cancel
for example,
units design
any
possible
to
slightly
lengths, in the two
test
298
TABLE 5 AL MUKHA P.S. - MSF chemical performances
units, manufacturer
Distallate quality : Total dissolved solids Total iron (Fe++) Total chlorides (Cl-1
9pm 99m 99m
Silica
99m
PH
(SiO2)
Antiscale dosing : Polyphosphate (top brine temp.OC 90) Polymeric formulation (Top brine temp. oc 110)
The test mixed Rohm & crew
and
will be
supported for
Haas and Reggiane
control
effectiveness
of
procedures the
Reggiane
O.M.I.
15.0 0.1 < a.0 6.6-7.0 0.2
9pm
4
99m
5-10
a first
period by
team. Then, normal will
polymeric
be
allowed
treatments
a
(local) to
under
check routine
conditions. Periodical checks of during and
at the
the operating end of
parameters will
the test
period, to
allow,
completely
assess the role played by both polymeric treatments.
CONCLUSION Bench experiments, fairly
small,
plant
pilot testing testing
programme of this new MFE polymeric experimentations
and
the
evaluation
treatment. Both rigorous
day-to-day
allowed
although
and a full,
constitute
routine
conditions will test accurately how this polymeric
plant approach
works for this application. The ability variety
of
the
and
conditions
the anti-scaling
is
a
recognized as key
variability parameter to judge
treatment to cope with of
that
the should
the overall
real be
plant
the life
increasingly
usefulness of
the
treatment itself. REFERENCES 1 2
Elliot, M.N., Hodgson, T.D. and Harris, A., Desalination, 14 (1974) 43-55. Elliot, M.N., Jordan, T.W.J. and Hutchinson, M. Proc. Third Int. Symp. on Fresh Water from the Sea, 1 (1970) 461.