Conceptual Models > Equilibrium assumptions
Corrosion risk / Solution equilibrium
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AAN:
Dear all
I would like to determine how far the solution is from stability to contribute to an understanding of the risk of corrosion when transported in distribution network.
How is the approach in Phreeqc?
Is it as simple as:
1. EQUILIBRIUM_PHASES 1
2. END
I have measurements of following parameters:
Physicochemical parameters Sample_01
Temp [dC] 11,6
pH 7,9
Bicarbonate (HCO3+) [mg/l] 395
Conductivitye [mS/m] 180
Chlorid (Cl-) [mg/l] 339
Oxygen (O2) [mg/l] 10,7
Iron, total ((Fe2+ og Fe3+)) [mg/l] 0,046
Iron, filt (Fe2+) [mg/l] < 0,01
Mangan (Mn) [mg/l] < 0,002
Calcium (Ca2+) [mg/l] 138
Magnesium (Mg2+) [mg/l] 45
Sodium(Na+) [mg/l] 196
Potassium (K+) [mg/l] 14
Sulfate (SO42-) [mg/l] 168
Nitrate (NO3-) [mg/l] 2,2
Hardness (German degree ) [dH] 29,7
Total hardness (TH) [meq/L] 10,6
Carbonate hardness (CH) [meq/L] 6,5
Non-carbonate hardness (NCH) [meq/L] 4,1
Hardness [mg/L as CaCO3] 530
Acidity, TAC [meq/L] 8,1
dlparkhurst:
It may be as easy as that, if you are looking for calcium carbonate precipitation potential.
Using your data, it would look something like this. (Using decimal points. Check out http://ac4e.omnisys.nl for an Excel version of Phreeqc that should be able to handle the use of decimal commas.)
SOLUTION 1
Temp 11.6
pH 7.9
-units mg/L
Alkalinity 395 as HCO3
Cl 339
O(0) 10.7
Ca 138
Mg 45
Na 196
K 14
S(6) 168
N(5) 2.2 as NO3
END
USE solution 1
EQUILIBRIUM_PHASES 1
Calcite 0 0
END
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