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Chemical Treatment
For Cooling Water
systems
Using
Desalinated Water
Venkat Subramanian
Dec 2023
2
Characteristics
Water Chemistry:
Unit Typical characteristics
Ca-Hardness
(ppm CaCO3)
Mg-Hardness
(ppm CaCO3)
Alkalinity
(ppm CaCO3)
Anions
(Cl, SO4)
Silica pH Organic
Evaporators Absent /
Trace
Absent /
Trace
Absent /
Trace
Absent /
Trace
Absent /
Trace
6 -7 Absent /
Trace
RO Absent /
Trace
Absent /
Trace
Absent /
Trace
Absent /
Trace
Trace 5.5 – 6.5 Absent /
Trace
Ion exchange
(zeolite)
Absent /
Trace
Absent /
Trace
Unchanged Unchanged Unchanged 9 -10 Absent /
Trace
Ion exchange
Cat/An
Absent /
Trace
Absent /
Trace
Absent /
Trace
Absent /
Trace
Trace 6.5 - 8 Absent /
Trace
Cold Lime
softening
20 – 100 (30 – 60%
residual)
30 - 100 Unchanged (60 – 90%
residual)
9 -10 Absent /
Trace
Hot Lime
softening
20 – 100 (10 – 40%
residual)
20 - 100 Unchanged (10 – 50%
residual)
9 - 10 Absent /
Trace
3
Corrosivity
• Oxygenated desalinated waters are
very aggressive to carbon steel,
particularly if deionization is
complete or if anions, specially
chlorides, are not eliminated
• The high aggressiveness is due to:
• Low content or absence of alkalinity
• Low content or absence of calcium
hardness
• Possible presence of chlorides (lime
softening and zeolite treatment)
• Insufficient calcium bycarbonate to
buffer the low pH environment formed
with corrosion reactions
4
Corrosivity
• Lack of buffering capacity and calcium
carbonate in the water accelerate
exponentially the corrosion reactions
• Soft nature of formed iron oxides allows
continue water penetration and metal
dissolution
• Presence of chlorides in unbuffered waters
create the conditions for very high
corrosion rate
• The flow of anions, particularly Chloride ions,
to the anodes disrupts passivating oxides film
• Chlorides ions cause pitting by penetrating
through pores
• Stability of coordination complexes such as ZnCl4
-
5
Treatment
In such unbuffered waters it is
essential to:
• Control very precisely the pH in a range
of 8 to 9. In low pH ranges corrosivity
will increase dramatically
• Addition of bicarbonate / carbonate will
reduce drastically the corrosivity of the
deionized waters
• If calcium is absent, addition of some
calcium hardness may help to easily treat
such type of waters
• To face the lack of buffer and calcium
hardness, strong cathodic and anodic
6
Treatment
Basic treatment may depends from the
quality of the desalinated water
produced:
Water type Case Treatment
Bicarbonate/
carbonate
Ca
Hardness
pH
control
Corrosion
inhibitors
Cycles
Complete
deionization
1 100 – 150 ppm
as Malk
80 – 100 ppm 8.5 – 9.2 Low
Conc.
High
2 NO NO 8.5 – 9.5 High
Conc.
High
Lime
softned
min. 150 ppm
as Malk
min. 80 ppm 8.5 – 9.0 High
Conc.
Low f(Cl)
Ion exch.
zeolite
May be not
needed
50 - 100 8.5 – 9.0 High
Conc.
Low f(Cl)
7
Treatment
Buffering capacity may be added by:
• Sodium bi-carbonate
• Sodium carbonate
• Sodium hydroxide (will form carbonate with carbon
dioxide adsorbed in the circulating water)
Calcium hardness may be added by:
• Calcium nitrate (nitrates may be limited at
discharge)
• Dolomite resin (some magnesium and carbonate are
also released)
• Calcium oxide/hydroxide (may create local
precipitation due to the high pH of the solution)
8
Treatment
Corrosion inhibitors must face such high
water aggressiveness
• Base treatment
• Stabilized cathodic inhibitor
• Stabilized anodic inhibitor
• New generation line of organic cathodic
inhibitor Specific inhibitors stabilizers
• pH control (8 – 9)
• Alkalinity (100 – 200 ppm as CaCO3)
• Calcium hardness ( > 30 ppm as CaCO3)
• Non-phosphrous treatment using Silicates
( 30-40mg/l SiO2 in CW) can be
considered. pH control is vital: pH 8.5

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Chemical Treatment For Dsal water Cooling Water systems.pptx

  • 1. Chemical Treatment For Cooling Water systems Using Desalinated Water Venkat Subramanian Dec 2023
  • 2. 2 Characteristics Water Chemistry: Unit Typical characteristics Ca-Hardness (ppm CaCO3) Mg-Hardness (ppm CaCO3) Alkalinity (ppm CaCO3) Anions (Cl, SO4) Silica pH Organic Evaporators Absent / Trace Absent / Trace Absent / Trace Absent / Trace Absent / Trace 6 -7 Absent / Trace RO Absent / Trace Absent / Trace Absent / Trace Absent / Trace Trace 5.5 – 6.5 Absent / Trace Ion exchange (zeolite) Absent / Trace Absent / Trace Unchanged Unchanged Unchanged 9 -10 Absent / Trace Ion exchange Cat/An Absent / Trace Absent / Trace Absent / Trace Absent / Trace Trace 6.5 - 8 Absent / Trace Cold Lime softening 20 – 100 (30 – 60% residual) 30 - 100 Unchanged (60 – 90% residual) 9 -10 Absent / Trace Hot Lime softening 20 – 100 (10 – 40% residual) 20 - 100 Unchanged (10 – 50% residual) 9 - 10 Absent / Trace
  • 3. 3 Corrosivity • Oxygenated desalinated waters are very aggressive to carbon steel, particularly if deionization is complete or if anions, specially chlorides, are not eliminated • The high aggressiveness is due to: • Low content or absence of alkalinity • Low content or absence of calcium hardness • Possible presence of chlorides (lime softening and zeolite treatment) • Insufficient calcium bycarbonate to buffer the low pH environment formed with corrosion reactions
  • 4. 4 Corrosivity • Lack of buffering capacity and calcium carbonate in the water accelerate exponentially the corrosion reactions • Soft nature of formed iron oxides allows continue water penetration and metal dissolution • Presence of chlorides in unbuffered waters create the conditions for very high corrosion rate • The flow of anions, particularly Chloride ions, to the anodes disrupts passivating oxides film • Chlorides ions cause pitting by penetrating through pores • Stability of coordination complexes such as ZnCl4 -
  • 5. 5 Treatment In such unbuffered waters it is essential to: • Control very precisely the pH in a range of 8 to 9. In low pH ranges corrosivity will increase dramatically • Addition of bicarbonate / carbonate will reduce drastically the corrosivity of the deionized waters • If calcium is absent, addition of some calcium hardness may help to easily treat such type of waters • To face the lack of buffer and calcium hardness, strong cathodic and anodic
  • 6. 6 Treatment Basic treatment may depends from the quality of the desalinated water produced: Water type Case Treatment Bicarbonate/ carbonate Ca Hardness pH control Corrosion inhibitors Cycles Complete deionization 1 100 – 150 ppm as Malk 80 – 100 ppm 8.5 – 9.2 Low Conc. High 2 NO NO 8.5 – 9.5 High Conc. High Lime softned min. 150 ppm as Malk min. 80 ppm 8.5 – 9.0 High Conc. Low f(Cl) Ion exch. zeolite May be not needed 50 - 100 8.5 – 9.0 High Conc. Low f(Cl)
  • 7. 7 Treatment Buffering capacity may be added by: • Sodium bi-carbonate • Sodium carbonate • Sodium hydroxide (will form carbonate with carbon dioxide adsorbed in the circulating water) Calcium hardness may be added by: • Calcium nitrate (nitrates may be limited at discharge) • Dolomite resin (some magnesium and carbonate are also released) • Calcium oxide/hydroxide (may create local precipitation due to the high pH of the solution)
  • 8. 8 Treatment Corrosion inhibitors must face such high water aggressiveness • Base treatment • Stabilized cathodic inhibitor • Stabilized anodic inhibitor • New generation line of organic cathodic inhibitor Specific inhibitors stabilizers • pH control (8 – 9) • Alkalinity (100 – 200 ppm as CaCO3) • Calcium hardness ( > 30 ppm as CaCO3) • Non-phosphrous treatment using Silicates ( 30-40mg/l SiO2 in CW) can be considered. pH control is vital: pH 8.5