8. ION CHROMATOGRAPHY WITH CONDUCTOMETRIC
DETECTION
Useful
information about the specific chromatographic instrumentation
Points
to enquire about the specific chromatographic instrumentation:
composition and flow rate of the
eluent;
type and handling of the pump;
injection loop volume;
type of the column;
type of the detector.
Chemicals
1.
3 ppm NaCl
2.
Standard solution #5: 2 ppm F-, 300 ppm Cl-, 2 ppm
Br-, 60 ppm NO3-, 60 ppm SO42-
3.
Standard solution #4: 1 ppm F-, 150 ppm Cl-, 1 ppm
Br-, 30 ppm NO3-, 30 ppm SO42-
4.
Effluent solution: 1.8 mM Na2CO3 / 1.7 mM NaHCO3
5.
Deionized water: Type I Reagent Grade
Water with a specific resistance of 18 MW·cm
or greater. Free of ionized impurities,
organics, microorganisms and particulate matter
larger than 0.2mm.
Column Designed
for analysis of the above mentioned anions
Detector Conductivity detector
Procedure
Part 1. Start-up
Turn
on the ion chromatograph according to the requirements of the instrument in
use. Set the flow rate of the pump to 2.0 ml/min. Wait at least 10 minutes
after starting the pump or changing the flow rate before beginning the
analysis. This allows the pump's real-time electronic pulse dampering circuitry
to stabilize the flow rate.
Monitor
the baseline. If the stability of the baseline is satisfactory, the system is
ready for analysis.
2.1. Precision
The
precision of an analytical method is the degree of mutual agreement among
results obtained under identical conditions. Statistically, the precision is
expressed as the relative standard deviation of a set of measurements.
The
precision of the system is tested with 3 ppm Cl- solution. Run five
subsequent chromatograms with the chloride solution at a sensitivity of 10
mS/cm full scale.
Report
the peak heights and areas. Calculate the average and the relative standard
deviation of each parameter. Discuss with the instructor the acceptability of
the results.
2.2. Calibration curves
The
composition and the concentrations of the standard solutions must suit the
analyte. In the analysis of drinking water the calibration curves for the five
anions of interest (F-, Cl-, Br-, NO3-
and SO42-) are constructed in a concentration range
reflecting the composition of various sources of drinking water:
Anion |
Concentration
range, ppm |
F- |
0.1 - 2 |
Cl- |
15 - 300 |
Br- |
0.1 - 2 |
NO3- |
3 - 60 |
SO42- |
3 - 60 |
You
are provided with the two most concentrated standard solutions (Standards #5
and #4). Prepare in 25 ml volumetric flasks three additional standard solutions
(concentrations of the anions are in ppm):
|
F- |
Cl- |
Br- |
NO3- |
SO42- |
Standard
solution #3 |
0.4 |
60 |
0.4 |
12 |
12 |
Standard
solution #2 |
0.2 |
30 |
0.2 |
6 |
6 |
Standard
solution #1 |
0.1 |
15 |
0.1 |
3 |
3 |
Record
chromatograms of the standard solutions, in increasing order of concentrations
(from #1 to #5).
Observe
the shapes of the peaks. Comment on the peculiar shape of the chloride peaks
for the most concentrated solutions.
Obtain
calibration plots (in respect to both height and area) for each component.
Comment on the quality of the calibration curves and on their suitability for
quantitative determination of the analytes. Is there a connection between the
asymmetric shape of the chloride peaks and the poor quality of the calibration
curve of chlorides in respect to height? How do you explain the fact that the
calibration curve of chlorides in respect to area is satisfactory?
2.3. Calibration sensitivity
Sensitivity
of an analytical method, m, called calibration sensitivity, is defined as the
slope of a calibration curve
m =
d(signal)/dC
In
order to determine the calibration sensitivity, use the calibration curve for
the five components. For each species to be quantitatively determined calculate
the calibration sensitivity m (for height and area data).
2.4. Detection limit
Detection
limit of a specific analyte, Cdl, is determined as
where sbl
is the standard deviation of the blank.
1. Estimation of the standard
deviation of the baseline. Three factors can characterize the baseline
and should be accounted in estimation of the standard deviation of the
baseline: a) average amplitude of the noise, b) noise frequency and c) drift of
the baseline.
Inject
deionized water and record the baseline at high sensitivity. (Consult the
instructor about the value of conductivity full scale).
Observe
the baseline in the region from which the peak of interest is detected. Note
the quality of the baseline in respect of the amplitude, frequency and drift of
the noise. Make a rough visual estimation of the average amplitude of the
noise. This value can be used as an approximate value of sbl.
Consult the instructor about the acceptability of this parameter.
Calculate
the detection limit Cdl for chloride and for other anions, as
recommended by the instructor. Use the respective value of m, calculated from
the calibration curve in respect to height.
2. Verification of the value of the
detection limit. Prepare a solution of the anion of interest at a
concentration corresponding to the calculated value of Cdl. Record
the chromatogram for this solution. Comment on the quality of the peaks. Does
this concentration correspond indeed to the detection limit? If not, can you
make a better estimation? Consult the instructor.
Part 3. Quantitative determination of anions in drinking water
Record chromatograms of the following
solutions (each one in the proper sensitivity):
a) tap water from different sources;
b) mineral water;
c) the general purpose deionized water
used in the laboratory.
The
determination of high concentration constituents in tap water samples may
require recording of an additional chromatogram in diluted solution. (Consult
the instructor.)
Determine
the concentration of chlorides using the calibration curve.
Estimate
the concentrations of the rest of the anions.
Fig.8-1 Example
of ion chromatogram of anions:
1. Fluoride (1.0 ppm) |
5. Nitrate (15.0ppm) |
2. Chloride (1.5ppm) |
6. Phosphate (20.0ppm) |
3. Nitrite (7.5 ppm) |
7. Sulfate (25.0ppm) |
4. Bromide (10.0ppm) |
8.
Oxalate (25.0ppm) |
Dionex
DX 500 Chromatography System;
Column:
IonPac AS4A-SC;
Detector:
ED 40 conductivity detector;
Sample
loop volume: 20 ml;
Eluent:
1.8 mM Na2CO3 / 1.7 mM NaHCO3, flow rate 2.0
ml/min.
1. D.
A. Skoog and J. J. Leary, Instrumental Analysis.
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