The procedure for collection and analysis of air samples for chlorine
dioxide (ClO2) is described in OSHA Method No.
ID-202 (9.1.). Chlorine dioxide and chlorine
(Cl2) are both collected in a midget fritted
glass bubbler (MFGB), containing 0.02% potassium iodide (KI) in a weak
buffer. These two species are trapped and converted to chlorite
(ClO2-) and chloride
(Cl-), respectively, based on the following chemical reactions:
These reactions occur in neutral or weakly basic solutions. The
collection solution used for this method contains 0.02% KI in 1.5 mM
sodium carbonate and 1.5 mM sodium bicarbonate. The collected chlorine
dioxide (as ClO2-) and chlorine (as
Cl-) are then analyzed by ion chromatography (IC).
This method has been validated for a 120-L, 240-min sample based on a
flow rate of 0.5 L/min. The method validation was conducted near the OSHA
time weighted average (TWA) permissible exposure limit (PEL) of 0.1 ppm
and consisted of the following experiments and summaries:
All theoretical (known) concentrations of generated test atmospheres
were determined using the NIOSH chlorophenol red (CPR) method for
ClO2 (9.2.). All sampling tests performed were
conducted side-by-side with IC and CPR samples being taken and analyzed
using the conditions recommended in their methods (9.1., 9.2.). The CPR
method was slightly modified for these experiments. The chlorite stock
solution was prepared without the addition of acetic anhydride and the
solution was standardized using a primary standard instead of molar
absorbance as mentioned in the NIOSH method. The unknown potential effect
on the IC determinations from having small amounts of acetic anhydride in
the standards and not in the samples was one reason for it's exclusion.
The chlorite stock solution was standardized using the procedure advocated
by the National Council of the Paper Industry for Air and Stream
Improvement (NCASI) (9.3.) and the acetic anhydride may also have
presented an effect on this titration. This standardization was felt to be
more accurate than the NIOSH approach.
All results were calculated from concentration-response curves and
statistically examined for outliers. In addition, the analysis (Section 1)
and sampling and analysis results (Section 2) were tested for homogeneity
of variance. Possible outliers were determined using the Treatment of
Outliers test (9.4.). Homogeneity of variance was determined using the
Bartlett's test (9.5.). Statistical evaluation was conducted according to
Inorganic Methods Evaluation Protocol (9.6.). Overall error (9.6.) was
calculated using the equation:
Where i is the respective sample pool being examined.
1.1. Preparation of Known ClO2
Concentrations
Samples were prepared by adding known amounts of sodium chlorite
(NaClO2) solution into 25-mL volumetric
flasks containing collection solution. Technical-grade
NaClO2 was used to prepare the stock
solution and was standardized according to the procedure described in
the method (9.1.).
1.2. Analysis of Spiked Samples
Analysis was performed using an ion chromatograph equipped with a
conductivity detector (9.1.).
1.3. Determination of Analytical Method Recovery (AMR)
Recoveries were compared to the known amounts of chlorite spikes
and are presented in Table 1. All results passed the Test for Outliers
and the Bartlett's test. The AMR was 97.8% and the analytical
precision (CV1 pooled) was 0.024.
2. Sampling and Analysis
2.1. Preparation and Collection of Known Generated Samples
2.1.1. Dynamic generation system
A diagram of the generation system is shown in Figure 1. The
system consists of five essential elements: A
flow-temperature-humidity control system (Miller-Nelson Research
Inc., Monterey, CA, Model HCS-301) which is used for air flow
control and conditioning, a ClO2 or
ClO2 + Cl2
mixture vapor generating system, a mixing chamber, and sampling
manifold. All generation system fittings and connections were
Teflon. A glass mixing chamber was used.
2.1.2. Chlorine dioxide vapor generation system
Chlorine dioxide, a very unstable gas, is extraordinarily
reactive and commercially unavailable. Special techniques are
required to produce it. For this study, the technique selected
involved the passage of a dilute stream of
Cl2 vapor through a concentrated aqueous
solution of NaClO2, (specifically, 10 g of
NaClO2 in 25 mL of deionized water) to
produce ClO2 by the reaction:
Cl2 +
2NaClO2 --->
2ClO2 + 2NaCl
The Cl2 source was a cylinder
containing 530 ppm Cl2 in nitrogen
(certified, Airco, Phoenix, AZ). This technique produced a
chlorine-free stream of ClO2 vapor. The
components exposed to this analyte vapor were composed of glass,
Teflon, or other suitably inert materials. The entire system was
shielded from light and was operated within the confines of an
exhaust hood.
All known (taken) concentrations of
ClO2 were determined by the chlorophenol
red (CPR) reference method (9.2.). The CPR samples were taken from
the generation system side-by-side with all IC samples.
The generator was also designed to produce test atmospheres of
Cl2 in air as required during the
Cl2 + ClO2
mixture study. A vapor-generation system intended to produce
steady-state vapor concentrations of ClO2
(and Cl2) at the appropriate test levels
was constructed as shown in Figure 2.
2.1.3. The ClO2 (and
Cl2) and diluent air flow rates were
adjusted using mass flow controllers. The total flow rate of the
system was measured before and after each experiment using a dry
test meter.
2.1.4. All samples were taken from the sampling manifold using
constant flow pumps. Du Pont Model Alpha-l and -2 pumps were used at
sample flow rates of 0.5 L/min for IC and 0.2 L/min for CPR samples,
respectively.
2.2. Analysis of Generated Samples
As previously mentioned, side-by-side samples were taken for the IC
and CPR methods. Samples taken using the KI/buffer were analyzed by IC
(9.1.). Analysis of the CPR samples was performed by colorimetry
(9.2.). Table 2 shows the sampling and analysis for 0.5, 1, and 2
times OSHA TWA PEL. Table 3 lists a broad range of concentrations of
ClO2 from about 0.3 to 3 times the OSHA TWA
PEL. Table 4 shows the comparison of results between the IC and CPR
samples taken side-by-side.
The data considered to determine precision and accuracy (Table 2)
are for 0.5 to 2 times the PEL only [as stated in NIOSH and OSHA
Inorganic Methods statistical protocols (9.5., 9.6.)]. The generated
sample (Sampling and Analysis - Table 2) results passed the Bartlett's
test. Data not passing the Test for Outliers were omitted from final
calculations. For 0.5, 1, and 2 times OSHA TWA PEL (Table 2), the
pooled coefficients of variation are:
CV1 (pooled) = 0.024;
CV2 (pooled) = 0.075;
CVT (pooled) = 0.076
The average recovery of generated samples was 105%. The bias for
the overall method was +0.05, and the OE was ±20%.
For all levels tested (0.3 to 3 times the PEL), as shown in Table
3, the pooled CV was 0.072. The bias was +0.033 and the OE was ±18%.
All levels tested, presented also in Table 4, gave pooled CVs of 0.035
and 0.072 for CPR and IC samples, respectively.
3. Collection Efficiency and Breakthrough
3.1. Collection Efficiency
Procedure: Six samples, each arranged in a sampling train,
were collected at a concentration of 2 times the OSHA PEL for 240 min
at 0.5 L/min (50% RH and 25 °C). Each sampling train consisted of two
MFGBs connected in series and a sampling pump. The amount of
ClO2 vapor collected in each of the two
MFGBs was determined for each sampling train. The collection
efficiency was calculated by dividing the amount collected in the
first MFGB by the total amount of ClO2
collected in the first and second MFGBs.
Results: The results in Table 5a show a collection
efficiency of 100%.
3.2. Breakthrough (>5% loss of analyte through the sampling
media)
Procedure: The same procedure as the collection efficiency
experiment was used with one exception: The concentration was varied
to include two tests conducted at 0.33 and 0.67 ppm
ClO2. A preliminary test was also performed
at 1 L/min and about 0.35 ppm (90-min sampling time). The amount of
breakthrough was calculated by dividing the amount collected in the
second MFGB by the total amount of ClO2
collected in the first and second MFGBs.
Results: For a concentration of 0.33 ppm
ClO2, no breakthrough was found after 240
min. For a concentration of 0.67 ppm, the average breakthrough of
ClO2 into a second impinger was 9.1%.
Results are shown in Table 5b. The preliminary test indicated about
10% breakthrough was noted at a flow rate of 1 L/min (90-min sampling
time, about 0.35 ppm ClO2).
4. Storage Stability
Procedure: A study was conducted to assess the stability of
ClO2 in the collecting solution. An evaluation
was performed of the room temperature storage stability of 12 samples
taken near the OSHA TWA PEL of 0.1 ppm. The first test (6 samples) was
conducted at 0.07 ppm. When noting an increase in concentration in these
samples after 15 days of storage, a second test was performed (6 samples
at 0.13 ppm). All samples were stored under normal laboratory conditions
(20 to 25 °C) on a lab bench and were not protected from light. An
aliquot from each of the samples was analyzed after various periods of
storage.
Results: For the storage stability study conducted at 0.07 ppm
ClO2, a 11% increase in recoveries occurred
after 15 days of storage and then stayed constant through the 102 day
study. The mean of samples analyzed after 102 days was within 15% of the
mean of samples analyzed the first day.
Results of the room temperature stability study of samples taken at
0.13 ppm (Table 6) show that samples can be stored at ambient (20 to 25
°C) laboratory conditions. A positive bias was not evident during this
96 day study. The mean of samples analyzed after 96 days was still
within ±10% of the mean of samples analyzed after 1 day of storage.
5. Humidity Study
Procedure: A study was conducted to test the effect of
different humidities during sample collection. Generation system samples
were taken using the procedure described in Section 2. Test atmospheres
were generated at 25 °C and at the OSHA PEL. Relative humidities of 26,
50, and 80% were used.
Results: Results are listed in Table 7. An F test was used to
determine if any significant effect occurred when sampling at different
humidities. As shown, a significant difference is not noted when using
the F test. This indicates no significant change in results occurred in
the humidity ranges tested.
6. Mixture Study
Procedure: In order to determine if the presence of
Cl2 can affect the analysis of
ClO2, a mixture of
Cl2 and ClO2 at 25
°C and 50% RH was generated, and 12 samples were taken using this and
the CPR method (6 side-by-side samples for each method). The system used
to generate the mixture is described in Section 2 and illustrated in
Figure 2.
Results: The known (taken) concentrations of
Cl2 and ClO2 were
measured individually prior to the experiment using the IC and CPR
methods, respectively. The IC method results for both
Cl2 and ClO2 after
mixing the two gases are shown in Table 8 (Note: A correction was
applied to the results of the CPR method due to the positive
interference from Cl2 on the
ClO2 analysis - for further information
regarding this interference, see reference 9.2.). As shown in Table 8, a
decrease in recovery (89.5%) occurred for the collection and IC analysis
of ClO2.
7. Detection Limit Study
Procedure: Low concentration samples were prepared by spiking
solutions with standardized sodium chlorite. A 50-µL sample injection
loop and a detector setting of 1 µS was used for all analyses.
Qualitative and quantitative detection limit:
A modification or derivation of the International Union of Pure and
Applied Chemistry (IUPAC) detection limit equation (9.7.) was used in
this case. At the sensitivity level tested, blank readings and the
standard deviation of the blank were equal to zero. The lack of a blank
signal does not satisfy a strict interpretation of the IUPAC detection
limit calculations. The detection limits for this method were calculated
using a standard below the range of the expected detection limit as a
substitute for the blank readings.
Results: The results are shown in Table 9 for qualitative and
quantitative detection limits, respectively. The qualitative limit is
0.025 µg/mL as ClO2- (using a 50-µL
sample injection loop) at the 99.8% confidence level. The quantitative
limit is 0.082 µg/mL as ClO2-.
Using a 120-L air volume and a 15-mL sample volume, the qualitative
limit is 0.001 ppm and the quantitative limit is 0.004 ppm
ClO2.
8. Summary
The validation results indicate the method meets either NIOSH or OSHA
criteria for accuracy and precision (9.5., 9.6.). Collection efficiency,
breakthrough, and storage stability are adequate; however, breakthrough
did occur at approximately seven times the TWA PEL and the storage test
at 0.07 ppm revealed an increase in recoveries as the test progressed.
The reason for the increase in concentration is unknown. The stock
standard should be standardized at least monthly. It was noted during
testing that this standard solution decreases in concentration
approximately 4% per month.
No significant difference in results was noted when sampling at
different humidities. As shown in the mixture study,
Cl2 does not interfere with the sampling or
ion chromatographic analysis of ClO2 at the
concentrations tested. Although a resultant 10% decrease in
ClO2 and 7% increase in
Cl2 concentrations occurred, this could have
been due to the difficulty in generating both gases simultaneously. A
mixture of ClO2 and
Cl2 can be collected and analyzed together;
however, Cl2 measurements are considered for
screening purposes only. Further work is necessary to validate the
KI/buffer sampling and IC analysis for Cl2.
Detection limits are adequate if samples are taken for 240 min at 0.5
L/min. Although no samples were taken to determine ability for
Short-Term Exposure Limit (STEL) monitoring, the method appears capable
of STEL determinations if a sampling rate of 0.5 L/min is used for at
least 15 min. This sampling strategy gives a detection limit of 0.059
ppm for 15-min samples.
9. References
9.1. Occupational Safety and Health Administration Technical
Center: Chlorine Dioxide in Workplace Atmospheres by J.C.
Ku (OSHA-SLTC Method No. ID-202). Salt Lake City, UT. Revised 1991.
9.2. National Institute for Occupational Safety and Health:
Methods Development for Sampling and Analysis of Chlorine, Chlorine
Dioxide, Bromine, and Iodine - Research Report for Chlorine
Dioxide by W.K. Fowler and H.K. Dillon. Birmingham, AL: Southern
Research Institute (Contract no. 210-80-0067), 1982.
9.3. National Council of the Paper Industry for Air and Stream
Improvement, Inc.: A Laboratory Investigation of an Iodometric
Method for Determining Chlorine and Chlorine Dioxide in Pulp and Paper
Industry Workplace Atmospheres (Technical Bulletin No. 409). New
York: NCASI, September 1983.
9.4. Mandel, J.: Accuracy and Precision, Evaluation and
Interpretation of Analytical Results, The Treatment of Outliers. In
Treatise On Analytical Chemistry, 2nd edition, edited by I.M.
Kolthoff and P.J. Elving. New York: John Wiley and Sons, 1978. pp
282-285.
9.5. National Institute for Occupational Safety and Health:
Documentation of the NIOSH Validation Tests by D. Taylor, R.
Kupel and J. Bryant (DHEW/NIOSH Pub. No. 77-185). Cincinnati, OH:
National Institute for Occupational Safety and Health, 1977. pp. 1-12.
9.6. Occupational Safety and Health Administration Analytical
Laboratory: Precision and Accuracy Data Protocol for Laboratory
Validations. In OSHA Analytical Methods Manual. Cincinnati, OH:
American Conference of Governmental Industrial Hygienists (Pub. No.
ISBN: 0-936712-66-X), 1985.
9.7. Long, G.L. and J.D. Winefordner: Limit of Detection --
A Closer Look at the IUPAC Definition. Anal. Chem. 55:
712A-724A (1983).
The system shown below provided a means for generating dynamic test
atmospheres. The system consists of four essential elements: a
flow-temperature-humidity control system, a chlorine dioxide (and
chlorine) vapor generating system (see Figure 2), a mixing chamber, and an
active sampling manifold.
The equipment shown below provided a means for dynamic generation of
chlorine dioxide and chlorine test atmospheres.