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Ninth International Water Technology Conference, IWTC9 2005, Sharm El-Sheikh, Egypt 879
EFFECT OF FERROUS IONS ON THE PERFORMANCE OF
CALCIUM SULFATE INHIBITORS
Said Alforjani
Petroleum Research Centre, P.O.BOX 6431 Tripoli-Libya
ABSTRACT
Inorganic precipitates (scales) are one of the major flow assurance concerns in oil and
gas production, and lead to significant reductions in productivity. Scale prevention by
use of chemical inhibitors is the most effective solution to the problem.
Calcium sulfate deposition, a common scale problem in oil production, is often
controlled by application of commercially available scale inhibitors.
Ferrous ions can be found in many brines accompanying oil and gas production. This
study investigates the effect of ferrous ions on two calcium sulfate inhibitors in
synthetic brine.
Firstly, some experiments were carried out to study the performance of two scale
inhibitors, A and B, in the absence of ferrous ions. The results showed that the
inhibitor A is more efficient than inhibitor B.
Also, in this laboratory study, the effect of ferrous ions on the performance of the
inhibitors A and B were conducted. The results showed that the inhibitor A was
impaired by the presence of ferrous ions. In contrast, the inhibitor B showed an
improvement in its performance.
Keywords: Calcium sulfate, ferrous ions, scale, scale inhibitor
INTRODUCTION
Scale is an adherent deposit of inorganic compounds precipitated from water onto
surfaces. In oil and gas production systems, the most common scales are CaSO4 .2H2O,
CaSO4, CaCO3, BaSO4, and SrSO4. Other scales occasionally encountered are FeCO3,
Fe2O3, SiO2 and CaF2.
Scale formation frequently restricts flow through injection and flow lines, and tubing
strings. It causes pump wear or plugging and creates additional rod loads when it
forms on sucker rods. Fire tubes in all types of heaters fail prematurely when scale
formation results in overheating. Corrosion is often more severe under a scale deposit.
Therefore, effective scale inhibition is of primary importance to the oil producer.
Ninth International Water Technology Conference, IWTC9 2005, Sharm El-Sheikh, Egypt880
Scale inhibitors can be used in many circumstances to control scale formation, thereby
reducing production difficulties. Scale inhibitors are widely used in oil and gas
production systems. In the oilfield, the scale inhibitors should be selected on the basis
of many factors like cost, effect of pH, thermal stability, compatibility with other
chemicals and effect of dissolved iron.
In oilfield-produced waters, the iron ions may be present in reservoir formation water
itself or as a result of corrosion of the production tubes, valves and pumps. In an
enclosed system, such as that in the oil wells production flow lines and mostly in the
surface fluid gathering/ separation systems, the produced waters should remain
anaerobic and the iron ions should be in the ferrous state (as Fe++
) (Lottes [4] ).
Iron in the ferrous state can undergo precipitation as the carbonate in a sweet system
and as the sulfide in sour systems. In the presence of oxygen, the ferrous iron may be
oxidized to ferric iron (Fe+3
) and precipitate as ferric hydroxide or a hydrate form of
ferric oxide.
Deposition of such precipitates obviously can cause upsets to oil production and
system function.
A few publications generally indicate that both ferrous and ferric ions have a
detrimental influence on the performance of some scale inhibitors against common
scales, such as calcium carbonate and barium sulfate (Lottes [4]).
In this study, we examined the calcium sulfate inhibition performance of an Alkyl
phosphonate (inhibitor A) and an Alkyl Sulphonate (inhibitor B) in the presence and
absence of ferrous iron by using NACE standard method TM0374-2001, but modified
to simulate the produced brine composition of the desired brines.
CALCIUM SULFATE SCALE
The precipitation of calcium sulfate from water results from the reaction:
Ca++
+ SO4
=
ā†’ CaSO4 ā†“
Most calcium sulfate deposition found in the oilfield is gypsum (CaSO4.2H2O), the
predominant form at temperatures below 38Ā°C; above this temperature anhydrite
(CaSO4) may be found (Nalco Handwork [5]).
Gypsum solubility in pure water increases with temperature up to about 38Ā°C, then
decreases with temperature. Above the 38Ā°C, anhydrite becomes less soluble than
gypsum, so it could reasonably be expected that anhydrite might be the preferred from
of CaSO4 in deeper, hotter wells. Actually, the temperature at which the scale changes
form from gypsum to anhydrite or hemihydrite is a function of many factors, including
pressure, dissolved salt content, flow conditions, and the speed at which different
forms of CaSO4 can precipitate from solution.
Ninth International Water Technology Conference, IWTC9 2005, Sharm El-Sheikh, Egypt 881
Pressure drops are one of the primary causes of calcium sulfate deposition in
production systems. In addition decreasing the solubility due to thermodynamic
considerations, pressure drops across chockes and valves induce turbulence in the
water that helps to overcome supersaturation effects and initiate precipitation.
Also, the presence of NaCl or dissolved salts other than calcium or sulfate ions
increases the solubility of gypsum or anhydrite up to 150000 mg/l. Further increases in
salt content decrease CaSO4 solubility (Charles [1]).
SCALE INHIBITORS
Scale inhibitors are chemicals that will delay, reduce or prevent scale formation when
added in small amounts to normally scaling water.
Most of the scale inhibitors used in the oilfield functions by one or both of the
following mechanisms:
When scale first begins to form, very tiny crystals precipitate from water. At this point,
the scale inhibitor adsorbs onto the surface of the crystals while they are still very tiny
and prevents further growth. In some cases scale inhibitors prevent the precipitated
scale crystals from adhering to solid surfaces such as piping or vessels.
The most commonly used scale inhibitors function by inhibiting the growth of the
scale crystals means that the inhibitor must be present in the water at the point where
the crystals begin to form (Charles [1]).
In the oilfield, the scale inhibitors should be selected on a cost /effectiveness basis.
Besides cost, inhibitors can be evaluated on the basis of: performance, effect of pH and
dissolved iron on inhibition, thermal stability, calcium tolerance (solubility in high-
calcium brines), and the availability of a reliable analytical method for determining the
concentration of the inhibitors.
The best test is clearly going to be a field test. However, it is useful to first subject the
candidate inhibitors to a laboratory test. The goal of all laboratory tests is to reproduce
as much field condition as practical.
1. Effect of Dissolved Iron on Calcium Sulfate Inhibition
Most scale inhibitors are less effective in inhibiting calcium sulfate scale formation
when dissolved iron is present in the water. The effect is severing in the case of
phosphate esters and phosphonates, while most polymers show only slight decreases in
performance.
Ninth International Water Technology Conference, IWTC9 2005, Sharm El-Sheikh, Egypt882
Soluble iron concentrations are typically quite low in sour waters and in waters
containing dissolved oxygen, since most of the iron will precipitate as iron sulfide or
ferric hydroxide. However, concentrations can be substantial in sweet, air-free systems
(Charles [1]).
Since corrosion is the most common source of soluble iron in oilfield waters, an
effective corrosion control program is essential for cost-effective scale inhibition. If
the source of iron is the producing formation, the use of polymer-type scale inhibitors
should be considered.
EXPERIMENTAL PROCEDURES
All the experimental procedures in this study were conducted according to the NACE
Standard TM0374-2001, but modified to simulate the produced brine composition of
the desired brines.
Two scale inhibitors were used; table 1 shows the chemistry of the two scale inhibitors
as received from chemical company.
One percent by weight (1 wt %) dilutions of scale inhibitors A&B were prepared by
dissolving the required amount of the scale inhibitors in the de-ionized water.
1. The Effect of Inhibitor A Concentrations on its Performance in the
Absence of Fe++
Firstly, calcium sulfate precipitation test were conducted to study the performance of
the two scale inhibitors A&B in the absence of ferrous ion. The calcium containing
brines and sulfate containing brines were prepared as shown in Table2 (brine1) .The
salts were weighted out first, and then enough de-ionized water added to bring the
solutions volume to 1 liter.
100ppm from the two scale inhibitors A&B were prepared .After that we studied the
effect of inhibitor A concentration on its performance by preparing 50,100 and 200
ppm scale inhibitors. Run were duplicated of each scale inhibitors.
2. Test Procedure
Two samples of calcium containing brine (50 ml each) were prepared. The calcium ion
concentration of the blanks before precipitation was determines using a standard
solution of EDTA according to standard methods (Water standard [6]).
The blanks after precipitation were prepared and handled as described in the next
paragraphs, but without scale inhibitors.
Ninth International Water Technology Conference, IWTC9 2005, Sharm El-Sheikh, Egypt 883
The 50 ml of sulfate ā€“containing brine were added to test cell and mixed well. The test
cell was capped and the brines and the scale inhibitors were mixed together
thoroughly.
All the test cells and blanks were placed in a water bath at 71 Ā°C for 24 hours. After
24-hour the test cells were removed and cooled to 25Ā°C. 1 ml of the test brine was
pipette to a 100 ml vessel, and diluted with distilled water. The calcium ion
concentration was determined using a standard method6
for each of the two scale
inhibitors (A&B).
3. The Effect of Fe++
on the Performance of Scale Inhibitors A and B
In this experiment, the static test was used to study the effect of ferrous ions on the
performance of calcium sulfate inhibitors A& B in three brine systems .The calcium
containing brines and sulfate containing brines were prepared as shown in Table2 (25,
50, and 150 ppm Fe++
).
1 ml from scale inhibitors A were put into the each test cell using the 1 wt % dilutions
scale inhibitor A to achieved 100 ppm scale inhibitors. Run were duplicated of each
scale inhibitors concentration. The other Procedures were done the same as in section
2.2.
4. The Effect of Inhibitor A Concentrations on its Performance in the
Presence of Fe++
The calcium containing brines and sulfate containing brines were prepared as shown in
Table2 (150 ppm Fe++
).After that 0.5,1,2 ml from scale inhibitors A were put into the
each test cell using the 1 wt % dilutions from each scale inhibitors to achieved 50,100
and 200 ppm scale inhibitor. Run were duplicated of each scale inhibitors. The other
Procedures were done the same as in section 2.
5. Percent inhibition calculation
Percent inhibition values has been calculated as
% Inhibition = 100*
bc
ba
CC
CC
āˆ’
āˆ’
where:
aC = Ca
++
concentration in the treated sample after precipitation
bC = Ca
++
concentration in the blank after precipitation
cC = Ca
++
concentration in the blank before precipitation
Ninth International Water Technology Conference, IWTC9 2005, Sharm El-Sheikh, Egypt884
RESULTS AND DISCUSSION
1. The Effect of Inhibitors A & B Concentrations on their Performance in
the Absence of Fe++
The effectiveness of any inhibitor is measured by its ability to keep calcium in
solution. Inhibitor A is an Alkyl Phosphonate type and Inhibitor B is an Alkyl
Sulphonate type. Figure 1 shows the efficiency of both scale inhibitors A and B. The
efficiency of inhibitor A is 79.00 % and the efficiency of inhibitor B is about 62.53 %.
It is clearly shown that inhibitor A is more efficient than inhibitor B in the absence of
the ferrous ions.
Figure2 shows the variation of the inhibitor A efficiency with inhibitor concentration.
The inhibitor efficiency increased as the inhibitor concentration increased. The results
showed that the inhibitor efficiency was 69.43 % at 50 mg/l of the inhibitor A
concentration and 89.24 % at 200 mg/l.
2. The Effect of Fe++
on the Performance of Scale Inhibitors A and B
The efficiency of the inhibitors A and B at different ferrous ions concentrations were
illustrated in figure 3. From figure 3, it can be seen that the increasing in the ferrous
ions concentration increased the calcium sulfate inhibition efficiency for the inhibitor
B until a certain ferrous ions concentration. The inhibition efficiency of inhibitor B
was 62% in the absence of ferrous ions and improved to 100 at 50 mg/l Fe++
, and after
that decreased to 94.34 % at 150 mg/l Fe++
. In contrast, Figure 4 also indicates that the
inhibition efficiency of the inhibitor A decreased from 79 % in the absence of ferrous
ions to 45.11 % at 150 ppm Fe++
.
Inhibitor A is an Alkyl phophonate scale inhibitor. This type of inhibitor is affected by
the presence of the soluble iron in the system (Kriel [3]). Furthermore, we have done
this experiment in an aerobic condition. And in the presence of oxygen, ferrous iron
may be oxidized to ferric iron, which also impaired the phosphonate inhibitor (Charles
[2]).
3. The Effect of Inhibitor A Concentrations on its Performance in the
Presence of Fe++
Figure 4 shows the scale inhibitor efficiency for the different concentration of inhibitor
A in 150-ppm Fe++
. The results showed an improvement in the inhibitor efficiency
when the inhibitor concentration was 200 ppm compared with the same results at 50
and 100 ppm. In general, the inhibitor efficiency increased in the presence of ferrous
ions if we increase the inhibitor concentration.
CONCLUSIONS
Ninth International Water Technology Conference, IWTC9 2005, Sharm El-Sheikh, Egypt 885
According to the results obtained from this work, the following can be concluded:
ā€¢ Static calcium sulfate tests of inhibitors A and B were conducted in the absence
of ferrous ions. The results showed that the inhibitor A was more efficient than
inhibitor B.
ā€¢ The calcium sulfate inhibition by inhibitor A increased as the concentration
increased.
ā€¢ The performance of the inhibitor A was reduced by the presence of ferrous ion
but its efficiency was improved as we increased the concentration of inhibitor
A.
ā€¢ The results showed an enhancement of the performance of the inhibitor B in the
presence of ferrous ion.
ACKNOWLEDGEMENTS
The author thanks the Petroleum Research Centre for the permission to present this
work.
REFERENCES
1. Charles C. Patton, Applied Water Technology (Oklahoma: Campbell Petroleum
Series, 1995).
2. M.C. Cushner, W.C. Melchior and J.L. Przybylinski, ā€œThe Effect of Iron (II) on
the Performance of Calcium Carbonate Inhibitorsā€, CORROSION/89, Paper
No. 427, (Houston, TX: NACE International, 1989).
3. B.G. Kriel, C.A. Lacey, The Effect of Soluble Iron on the Performance of Scale
Inhibition of Calcium Carbonate Scales, CORROSION/94, Paper no. 44,
(Houston, TX: NACE International, 1994).
4. Lotte S. Stoppelenburg and Mingdong Yuan, The Performance of Barium
Inhibitors in Iron Containing Waters in both Aerated and Anaerobic Systems,
CORROSION/2000, Paper No. 114, (Houston, TX: NACE International, 2000).
5. NALCO Water Handbook (2nd Edition 1988), Chapter 43, pp. 43.19.
6. Standard Methods for Examination of Water Wastewater, 14th
Edition, p 202,
Method 309B (1975).
7. NACE Standard Test Method, Laboratory Screening Test to Determine the
Ability of Scale Inhibitors to Prevent the Precipitation of Calcium Sulfate and
Calcium Carbonate From Solution for Oil and Gas Production System, NACE
Standard TM0197-2001,(Houston, TX:NACE International,2001).
Ninth International Water Technology Conference, IWTC9 2005, Sharm El-Sheikh, Egypt886
Table 1 Chemistry of scale inhibitors
Table2 Brine Composition
Ion
Brine1
mg/l
Brine2
mg/l
Brine3
mg/l
Brine4
mg/l
Na+
7674 7674 7674 7674
Ca++
3041 3041 3041 3041
Fe++
0 25 50 150
Cl-
15749 15749 15749 15749
SO- -
4 7206 7206 7206 7206
0
10
20
30
40
50
60
70
80
90
1Scale Inhibitors Type
%CaSO4Inhibition
Inhibtor A
Inhibitor B
Figure 1 Calcium sulphate efficiency of the Inhibitors A and B
Scale Inhibitors Chemistry
Inhibitor A Alkyl Phosphonate
Inhibitor B Alkyl Sulphonate
Ninth International Water Technology Conference, IWTC9 2005, Sharm El-Sheikh, Egypt 887
0
10
20
30
40
50
60
70
80
90
100
0 50 100 150 200 250
Inhibitor A concentration in mg/l
%CaSO4Inhibition
Figure 2 Effect of Inhibitor A concentration on the Inhibitor Efficiency
0
20
40
60
80
100
120
0 50 150
Ferrous concentration in ppm
%CSO4Inhibition
Inhibitor A
Inhibitor B
Figure 3 The Effect of Fe++
on the performance of
scale inhibitors A and B
Ninth International Water Technology Conference, IWTC9 2005, Sharm El-Sheikh, Egypt888
0
10
20
30
40
50
60
70
80
50 100 200
Inhibitor A concentration in ppm
%CaSO4Inhibition
150ppm fe
Figure 4 Effect of Inhibitor A concentration on the Inhibitor Efficiency
at 150 mg/l Fe++

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Efecto de hierro antiescalas

  • 1. Ninth International Water Technology Conference, IWTC9 2005, Sharm El-Sheikh, Egypt 879 EFFECT OF FERROUS IONS ON THE PERFORMANCE OF CALCIUM SULFATE INHIBITORS Said Alforjani Petroleum Research Centre, P.O.BOX 6431 Tripoli-Libya ABSTRACT Inorganic precipitates (scales) are one of the major flow assurance concerns in oil and gas production, and lead to significant reductions in productivity. Scale prevention by use of chemical inhibitors is the most effective solution to the problem. Calcium sulfate deposition, a common scale problem in oil production, is often controlled by application of commercially available scale inhibitors. Ferrous ions can be found in many brines accompanying oil and gas production. This study investigates the effect of ferrous ions on two calcium sulfate inhibitors in synthetic brine. Firstly, some experiments were carried out to study the performance of two scale inhibitors, A and B, in the absence of ferrous ions. The results showed that the inhibitor A is more efficient than inhibitor B. Also, in this laboratory study, the effect of ferrous ions on the performance of the inhibitors A and B were conducted. The results showed that the inhibitor A was impaired by the presence of ferrous ions. In contrast, the inhibitor B showed an improvement in its performance. Keywords: Calcium sulfate, ferrous ions, scale, scale inhibitor INTRODUCTION Scale is an adherent deposit of inorganic compounds precipitated from water onto surfaces. In oil and gas production systems, the most common scales are CaSO4 .2H2O, CaSO4, CaCO3, BaSO4, and SrSO4. Other scales occasionally encountered are FeCO3, Fe2O3, SiO2 and CaF2. Scale formation frequently restricts flow through injection and flow lines, and tubing strings. It causes pump wear or plugging and creates additional rod loads when it forms on sucker rods. Fire tubes in all types of heaters fail prematurely when scale formation results in overheating. Corrosion is often more severe under a scale deposit. Therefore, effective scale inhibition is of primary importance to the oil producer.
  • 2. Ninth International Water Technology Conference, IWTC9 2005, Sharm El-Sheikh, Egypt880 Scale inhibitors can be used in many circumstances to control scale formation, thereby reducing production difficulties. Scale inhibitors are widely used in oil and gas production systems. In the oilfield, the scale inhibitors should be selected on the basis of many factors like cost, effect of pH, thermal stability, compatibility with other chemicals and effect of dissolved iron. In oilfield-produced waters, the iron ions may be present in reservoir formation water itself or as a result of corrosion of the production tubes, valves and pumps. In an enclosed system, such as that in the oil wells production flow lines and mostly in the surface fluid gathering/ separation systems, the produced waters should remain anaerobic and the iron ions should be in the ferrous state (as Fe++ ) (Lottes [4] ). Iron in the ferrous state can undergo precipitation as the carbonate in a sweet system and as the sulfide in sour systems. In the presence of oxygen, the ferrous iron may be oxidized to ferric iron (Fe+3 ) and precipitate as ferric hydroxide or a hydrate form of ferric oxide. Deposition of such precipitates obviously can cause upsets to oil production and system function. A few publications generally indicate that both ferrous and ferric ions have a detrimental influence on the performance of some scale inhibitors against common scales, such as calcium carbonate and barium sulfate (Lottes [4]). In this study, we examined the calcium sulfate inhibition performance of an Alkyl phosphonate (inhibitor A) and an Alkyl Sulphonate (inhibitor B) in the presence and absence of ferrous iron by using NACE standard method TM0374-2001, but modified to simulate the produced brine composition of the desired brines. CALCIUM SULFATE SCALE The precipitation of calcium sulfate from water results from the reaction: Ca++ + SO4 = ā†’ CaSO4 ā†“ Most calcium sulfate deposition found in the oilfield is gypsum (CaSO4.2H2O), the predominant form at temperatures below 38Ā°C; above this temperature anhydrite (CaSO4) may be found (Nalco Handwork [5]). Gypsum solubility in pure water increases with temperature up to about 38Ā°C, then decreases with temperature. Above the 38Ā°C, anhydrite becomes less soluble than gypsum, so it could reasonably be expected that anhydrite might be the preferred from of CaSO4 in deeper, hotter wells. Actually, the temperature at which the scale changes form from gypsum to anhydrite or hemihydrite is a function of many factors, including pressure, dissolved salt content, flow conditions, and the speed at which different forms of CaSO4 can precipitate from solution.
  • 3. Ninth International Water Technology Conference, IWTC9 2005, Sharm El-Sheikh, Egypt 881 Pressure drops are one of the primary causes of calcium sulfate deposition in production systems. In addition decreasing the solubility due to thermodynamic considerations, pressure drops across chockes and valves induce turbulence in the water that helps to overcome supersaturation effects and initiate precipitation. Also, the presence of NaCl or dissolved salts other than calcium or sulfate ions increases the solubility of gypsum or anhydrite up to 150000 mg/l. Further increases in salt content decrease CaSO4 solubility (Charles [1]). SCALE INHIBITORS Scale inhibitors are chemicals that will delay, reduce or prevent scale formation when added in small amounts to normally scaling water. Most of the scale inhibitors used in the oilfield functions by one or both of the following mechanisms: When scale first begins to form, very tiny crystals precipitate from water. At this point, the scale inhibitor adsorbs onto the surface of the crystals while they are still very tiny and prevents further growth. In some cases scale inhibitors prevent the precipitated scale crystals from adhering to solid surfaces such as piping or vessels. The most commonly used scale inhibitors function by inhibiting the growth of the scale crystals means that the inhibitor must be present in the water at the point where the crystals begin to form (Charles [1]). In the oilfield, the scale inhibitors should be selected on a cost /effectiveness basis. Besides cost, inhibitors can be evaluated on the basis of: performance, effect of pH and dissolved iron on inhibition, thermal stability, calcium tolerance (solubility in high- calcium brines), and the availability of a reliable analytical method for determining the concentration of the inhibitors. The best test is clearly going to be a field test. However, it is useful to first subject the candidate inhibitors to a laboratory test. The goal of all laboratory tests is to reproduce as much field condition as practical. 1. Effect of Dissolved Iron on Calcium Sulfate Inhibition Most scale inhibitors are less effective in inhibiting calcium sulfate scale formation when dissolved iron is present in the water. The effect is severing in the case of phosphate esters and phosphonates, while most polymers show only slight decreases in performance.
  • 4. Ninth International Water Technology Conference, IWTC9 2005, Sharm El-Sheikh, Egypt882 Soluble iron concentrations are typically quite low in sour waters and in waters containing dissolved oxygen, since most of the iron will precipitate as iron sulfide or ferric hydroxide. However, concentrations can be substantial in sweet, air-free systems (Charles [1]). Since corrosion is the most common source of soluble iron in oilfield waters, an effective corrosion control program is essential for cost-effective scale inhibition. If the source of iron is the producing formation, the use of polymer-type scale inhibitors should be considered. EXPERIMENTAL PROCEDURES All the experimental procedures in this study were conducted according to the NACE Standard TM0374-2001, but modified to simulate the produced brine composition of the desired brines. Two scale inhibitors were used; table 1 shows the chemistry of the two scale inhibitors as received from chemical company. One percent by weight (1 wt %) dilutions of scale inhibitors A&B were prepared by dissolving the required amount of the scale inhibitors in the de-ionized water. 1. The Effect of Inhibitor A Concentrations on its Performance in the Absence of Fe++ Firstly, calcium sulfate precipitation test were conducted to study the performance of the two scale inhibitors A&B in the absence of ferrous ion. The calcium containing brines and sulfate containing brines were prepared as shown in Table2 (brine1) .The salts were weighted out first, and then enough de-ionized water added to bring the solutions volume to 1 liter. 100ppm from the two scale inhibitors A&B were prepared .After that we studied the effect of inhibitor A concentration on its performance by preparing 50,100 and 200 ppm scale inhibitors. Run were duplicated of each scale inhibitors. 2. Test Procedure Two samples of calcium containing brine (50 ml each) were prepared. The calcium ion concentration of the blanks before precipitation was determines using a standard solution of EDTA according to standard methods (Water standard [6]). The blanks after precipitation were prepared and handled as described in the next paragraphs, but without scale inhibitors.
  • 5. Ninth International Water Technology Conference, IWTC9 2005, Sharm El-Sheikh, Egypt 883 The 50 ml of sulfate ā€“containing brine were added to test cell and mixed well. The test cell was capped and the brines and the scale inhibitors were mixed together thoroughly. All the test cells and blanks were placed in a water bath at 71 Ā°C for 24 hours. After 24-hour the test cells were removed and cooled to 25Ā°C. 1 ml of the test brine was pipette to a 100 ml vessel, and diluted with distilled water. The calcium ion concentration was determined using a standard method6 for each of the two scale inhibitors (A&B). 3. The Effect of Fe++ on the Performance of Scale Inhibitors A and B In this experiment, the static test was used to study the effect of ferrous ions on the performance of calcium sulfate inhibitors A& B in three brine systems .The calcium containing brines and sulfate containing brines were prepared as shown in Table2 (25, 50, and 150 ppm Fe++ ). 1 ml from scale inhibitors A were put into the each test cell using the 1 wt % dilutions scale inhibitor A to achieved 100 ppm scale inhibitors. Run were duplicated of each scale inhibitors concentration. The other Procedures were done the same as in section 2.2. 4. The Effect of Inhibitor A Concentrations on its Performance in the Presence of Fe++ The calcium containing brines and sulfate containing brines were prepared as shown in Table2 (150 ppm Fe++ ).After that 0.5,1,2 ml from scale inhibitors A were put into the each test cell using the 1 wt % dilutions from each scale inhibitors to achieved 50,100 and 200 ppm scale inhibitor. Run were duplicated of each scale inhibitors. The other Procedures were done the same as in section 2. 5. Percent inhibition calculation Percent inhibition values has been calculated as % Inhibition = 100* bc ba CC CC āˆ’ āˆ’ where: aC = Ca ++ concentration in the treated sample after precipitation bC = Ca ++ concentration in the blank after precipitation cC = Ca ++ concentration in the blank before precipitation
  • 6. Ninth International Water Technology Conference, IWTC9 2005, Sharm El-Sheikh, Egypt884 RESULTS AND DISCUSSION 1. The Effect of Inhibitors A & B Concentrations on their Performance in the Absence of Fe++ The effectiveness of any inhibitor is measured by its ability to keep calcium in solution. Inhibitor A is an Alkyl Phosphonate type and Inhibitor B is an Alkyl Sulphonate type. Figure 1 shows the efficiency of both scale inhibitors A and B. The efficiency of inhibitor A is 79.00 % and the efficiency of inhibitor B is about 62.53 %. It is clearly shown that inhibitor A is more efficient than inhibitor B in the absence of the ferrous ions. Figure2 shows the variation of the inhibitor A efficiency with inhibitor concentration. The inhibitor efficiency increased as the inhibitor concentration increased. The results showed that the inhibitor efficiency was 69.43 % at 50 mg/l of the inhibitor A concentration and 89.24 % at 200 mg/l. 2. The Effect of Fe++ on the Performance of Scale Inhibitors A and B The efficiency of the inhibitors A and B at different ferrous ions concentrations were illustrated in figure 3. From figure 3, it can be seen that the increasing in the ferrous ions concentration increased the calcium sulfate inhibition efficiency for the inhibitor B until a certain ferrous ions concentration. The inhibition efficiency of inhibitor B was 62% in the absence of ferrous ions and improved to 100 at 50 mg/l Fe++ , and after that decreased to 94.34 % at 150 mg/l Fe++ . In contrast, Figure 4 also indicates that the inhibition efficiency of the inhibitor A decreased from 79 % in the absence of ferrous ions to 45.11 % at 150 ppm Fe++ . Inhibitor A is an Alkyl phophonate scale inhibitor. This type of inhibitor is affected by the presence of the soluble iron in the system (Kriel [3]). Furthermore, we have done this experiment in an aerobic condition. And in the presence of oxygen, ferrous iron may be oxidized to ferric iron, which also impaired the phosphonate inhibitor (Charles [2]). 3. The Effect of Inhibitor A Concentrations on its Performance in the Presence of Fe++ Figure 4 shows the scale inhibitor efficiency for the different concentration of inhibitor A in 150-ppm Fe++ . The results showed an improvement in the inhibitor efficiency when the inhibitor concentration was 200 ppm compared with the same results at 50 and 100 ppm. In general, the inhibitor efficiency increased in the presence of ferrous ions if we increase the inhibitor concentration. CONCLUSIONS
  • 7. Ninth International Water Technology Conference, IWTC9 2005, Sharm El-Sheikh, Egypt 885 According to the results obtained from this work, the following can be concluded: ā€¢ Static calcium sulfate tests of inhibitors A and B were conducted in the absence of ferrous ions. The results showed that the inhibitor A was more efficient than inhibitor B. ā€¢ The calcium sulfate inhibition by inhibitor A increased as the concentration increased. ā€¢ The performance of the inhibitor A was reduced by the presence of ferrous ion but its efficiency was improved as we increased the concentration of inhibitor A. ā€¢ The results showed an enhancement of the performance of the inhibitor B in the presence of ferrous ion. ACKNOWLEDGEMENTS The author thanks the Petroleum Research Centre for the permission to present this work. REFERENCES 1. Charles C. Patton, Applied Water Technology (Oklahoma: Campbell Petroleum Series, 1995). 2. M.C. Cushner, W.C. Melchior and J.L. Przybylinski, ā€œThe Effect of Iron (II) on the Performance of Calcium Carbonate Inhibitorsā€, CORROSION/89, Paper No. 427, (Houston, TX: NACE International, 1989). 3. B.G. Kriel, C.A. Lacey, The Effect of Soluble Iron on the Performance of Scale Inhibition of Calcium Carbonate Scales, CORROSION/94, Paper no. 44, (Houston, TX: NACE International, 1994). 4. Lotte S. Stoppelenburg and Mingdong Yuan, The Performance of Barium Inhibitors in Iron Containing Waters in both Aerated and Anaerobic Systems, CORROSION/2000, Paper No. 114, (Houston, TX: NACE International, 2000). 5. NALCO Water Handbook (2nd Edition 1988), Chapter 43, pp. 43.19. 6. Standard Methods for Examination of Water Wastewater, 14th Edition, p 202, Method 309B (1975). 7. NACE Standard Test Method, Laboratory Screening Test to Determine the Ability of Scale Inhibitors to Prevent the Precipitation of Calcium Sulfate and Calcium Carbonate From Solution for Oil and Gas Production System, NACE Standard TM0197-2001,(Houston, TX:NACE International,2001).
  • 8. Ninth International Water Technology Conference, IWTC9 2005, Sharm El-Sheikh, Egypt886 Table 1 Chemistry of scale inhibitors Table2 Brine Composition Ion Brine1 mg/l Brine2 mg/l Brine3 mg/l Brine4 mg/l Na+ 7674 7674 7674 7674 Ca++ 3041 3041 3041 3041 Fe++ 0 25 50 150 Cl- 15749 15749 15749 15749 SO- - 4 7206 7206 7206 7206 0 10 20 30 40 50 60 70 80 90 1Scale Inhibitors Type %CaSO4Inhibition Inhibtor A Inhibitor B Figure 1 Calcium sulphate efficiency of the Inhibitors A and B Scale Inhibitors Chemistry Inhibitor A Alkyl Phosphonate Inhibitor B Alkyl Sulphonate
  • 9. Ninth International Water Technology Conference, IWTC9 2005, Sharm El-Sheikh, Egypt 887 0 10 20 30 40 50 60 70 80 90 100 0 50 100 150 200 250 Inhibitor A concentration in mg/l %CaSO4Inhibition Figure 2 Effect of Inhibitor A concentration on the Inhibitor Efficiency 0 20 40 60 80 100 120 0 50 150 Ferrous concentration in ppm %CSO4Inhibition Inhibitor A Inhibitor B Figure 3 The Effect of Fe++ on the performance of scale inhibitors A and B
  • 10. Ninth International Water Technology Conference, IWTC9 2005, Sharm El-Sheikh, Egypt888 0 10 20 30 40 50 60 70 80 50 100 200 Inhibitor A concentration in ppm %CaSO4Inhibition 150ppm fe Figure 4 Effect of Inhibitor A concentration on the Inhibitor Efficiency at 150 mg/l Fe++