CHLORINE BACKUP DATA REPORT (ID-101)
This Backup Report was revised May, 1991
Introduction
The OSHA sampling and analytical method for chlorine is discussed in
reference 9.1. The principle of sampling is described in reference 9.2.
The analytical procedure is based on an iodometric technique which uses a
residual chlorine electrode (RCE) for detection (9.3.). The validation of
the chlorine method consisted of the following experimental studies:
- Analysis of a total of eighteen samples (six samples at each of the
three test levels) which were prepared by adding known amounts of
standardized chlorine solution to 0.1% sulfamic acid collecting
solution.
- Analysis of a set of eighteen samples (six samples at each of the
three test levels) collected from dynamically generated test atmospheres
at approximately 0.5, 1, and 2 times the OSHA Permissible Exposure Limit
(PEL) of 1 ppm.
- Determination of the collection efficiency of the 0.1% sulfamic acid
sampling solution.
- Determination of potential breakthrough when sampling.
- Determination of the storage stability over 30 days for collected
samples.
- Comparison with an independent method.
- Assessment of the method.
The details with respect to each of these items are discussed in the
following sections. All experiments were based on the ability of the
method to collect and analyze a 15-L air sample for each concentration
tested. The sample preparation and analytical technique used during the
method evaluation follow that described in reference 9.4. A revised method
(9.1.) is also available.
Note: The revised version of the method (9.1.) differs in one major point
from reference 9.4.: Preparation of samples and standards for analysis. It
is now recommended to prepare samples and standards in 0.1% sulfamic acid
solutions rather than the deionized water previously used (9.5.).
1. Generation
A dynamic standard generator (Model 350, Analytical Instrument
Development Inc., Avondale, PA) was used for generating test atmospheres
of chlorine. The system is further described in reference 9.6. Two
chlorine permeation vials were used as the chlorine source. The permeation
vials were maintained at a constant temperature of 30 ± 0.1 °C. The
chlorine concentration was determined from the weight loss of the
permeation vial over a measured time period and was calculated according
to the equation listed in Appendix A. After the chlorine was produced it
was then diluted with tempered air so that a controlled concentration at
80% RH and 25 °C was achieved. Flow rates for the generation system were
measured with a soap bubble flow meter to accurately determine dilution
and the final concentration of the gas.
Samples were taken from a glass sampling manifold which was attached to
the generation system. The majority of samples were collected in sets of
six at one of three concentrations, about 0.5, 1, or 2 ppm chlorine.
2. Analysis
Procedure: Samples containing 0.1% sulfamic acid were
spiked with standardized chlorine solutions. This test determined the
precision and accuracy of the analysis portion of the method.
Results: The results are shown in Table 1. Average
analytical recovery was 96.7% and the coefficient of variation
(CV1) was 0.03 for the three sets of spiked
samples.
3. Sampling and Analysis
Procedure: Samples were collected in 0.1% sulfamic acid
solutions at three different chlorine concentrations using the generation
system described in Section 1. Midget fritted glass bubblers (MFGB) were
used to disperse the air samples in the sulfamic acid solutions. This test
determined the precision and accuracy of the sampling and analysis portion
of the method.
Results: Sampling and analysis data are presented in
Table 2. The NIOSH Statistical Protocol (9.7.) developed for evaluation of
methods under the Standards Completion Program (SCP) was used as a guide
for the determination of precision and accuracy from this data. The
precision for this method using these statistical procedures is:
CV1 = 0.03 |
CV2 = 0.03 |
CVT =
0.03 |
The average recovery for sampling and analysis over all levels was
99.4%. Any variation from 100% recovery was probably related to
difficulties in generating the atmosphere containing the analyte at a
given concentration rather than a true bias in the method. The Bartlett's
test for homogeneity of variances and an outlier test (9.7.) were applied
to this data. The sampling and analysis data passed the Bartlett's test,
indicating the CVs could be pooled for all sets of generated samples. One
data point in the third set (2 × PEL, n=5) was rejected as an outlier.
4. Collection Efficiency
Procedure: The collection efficiency (CE) of MFGBs
containing 0.1% sulfamic acid was assessed. A chlorine concentration of
approximately 2 ppm was generated and samples were collected in series
using the MFGBs. A flow rate of 1 L/min and a 15-min sampling
period were used. The amount of chlorine collected in each of the two
bubblers connected in series was measured.
Results: The results are shown in Table 3. The CE of the
single bubbler was determined to be 1.00; therefore, a recovery correction
or sampling train is not necessary.
5. Breakthrough
Procedure: Breakthrough is defined as the time the
effluent concentration in a second bubbler (containing 0.1% sulfamic acid)
connected in series reaches 5% of the concentration of the test gas
mixture. A test for breakthrough was conducted at about 2 ppm and at a 1
L/min sample collection flow rate. A sample set consisting of two bubblers
in series was used to collect samples for each time interval listed: 15,
30, 60, 120, 180, and 240 min.
Results: No breakthrough occurred at this flow rate,
during these sampling times, or at the concentration tested. The results
are given in Table 4.
6. Storage Stability
Procedure: A study was conducted to assess whether
chlorine samples collected at the 1 ppm PEL could be successfully stored
in the 0.1% sulfamic acid collection solution. After sample collection
using MFGBs, samples were transferred into 20-mL vials, capped with
Teflon-lined caps, and stored at ambient laboratory
temperatures in a dark environment for 1, 5, 15, or 30 days before
analysis.
Results: Samples analyzed after 30 days were found to be
within 3% of those analyzed immediately. Thus, storage does not represent
a source of bias that would need to be corrected in the method. Storage
stability data are presented in Table 5.
7. Independent Method (Analytical)
An independent volumetric method (9.8.) involving a thiosulfate
titration was used to determine the concentration of chlorine used for
spiking. Chlorine gas was generated at a theoretical concentration which
would give a chlorine concentration of 21.70 µg/mL in a specified volume
of sulfamic acid. This value was calculated using the equation given in
Appendix A. The gas was collected in 0.1% sulfamic acid solution which was
then used as a chlorine stock solution for spiked samples (Section 2.).
All other samples were taken using the generation system. Analyses of the
stock solution were performed using the RCE and the thiosulfate titration
methods. The following results were obtained:
Method
|
|
Chlorine (µg/mL)
|
Titration |
20.45 |
RCE |
20.92 |
The average value of 20.69 µg/ml from both methods was used as the
stock solution concentration for the spiked samples mentioned in Section
2.
8. Conclusions
This sampling and analytical method has been shown to be precise and
accurate at exposures near the OSHA PEL of 1 ppm when using
15-L air volumes. Breakthrough or storage stability do not
pose significant problems under the conditions tested.
The development and evaluation of this method took place when the OSHA
PEL for chlorine was a Ceiling value (15-min samples were
taken). Although long-term samples were only taken during
breakthrough studies, the data appears to indicate the method is capable
of taking samples for chlorine TWA assessments. Two 4-h samples are
recommended for TWA determinations of chlorine. When considering the
amount of chlorine collected (as mass), any samples taken near the TWA PEL
of 0.5 ppm will have slightly larger mass concentrations of chlorine than
those tested for this evaluation. In addition, during the evaluation no
breakthrough was noted after 240 minutes of sampling and collection
efficiency was excellent after 15 minutes of sampling. Both of these
experiments were conducted at approximately 4 times the TWA PEL of 0.5
ppm.
9. References
9.1. Occupational Safety and Health Administration Technical
Center: Chlorine in Workplace Atmospheres by S. Edwards and
J. Ku (USDOL/OSHA-SLTC Method No. ID-101). Salt Lake
City, UT. Revised 1991.
9.2. Takeuari, J. et al.: Measurement of Chlorine in the
Atmosphere. Osen Kenkyu (Air Pollution Research) 9(2):
210 (1974).
9.3. Orion Research, Inc.: Residual Chlorine Electrode,
Model 9970 Instruction Manual. Cambridge, MA: Orion Research,
Inc., 1976.
9.4. Occupational Safety and Health Administration Analytical
Laboratory: OSHA Analytical Methods Manual
(USDOL/OSHA-SLCAL Method No. ID-101).
Cincinnati, OH: American Conference of Governmental Industrial
Hygienists (Pub. No. ISBN: 0-936712-66-X), 1985.
9.5. Rando, R.J., and Y.Y. Hammad: A Diffusive Sampler for
Gaseous Chlorine Utilizing an Aqueous Sulfamic Acid Collection Medium
and Specific Ion Electrode Analysis. Appl. Occup. Environ. Hyg.
5(10): 700-706 (1990).
9.6. Analytical Instrument Development, Inc.: Model 350
Standards Generator Operation and Service Manual. Avondale, PA:
Analytical Instrument Development, Inc., 1977.
9.7. 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. 7-11.
9.8. American Society for Testing and Materials: Standard
Recommended Practices for Apparatus, Reagents, and Safety Precautions
for Chemical Analysis of Metals (Annual Book of ASTM Standards,
Part 12, E-50). Philadelphia, PA: American Society for
Testing and Materials, 1978.
Table 1
Analysis - Chlorine
|
|
0.5 × PEL* |
|
1 × PEL* |
|
2 × PEL* |
µg Taken |
µg Found |
AMR |
µg Taken |
µg Found |
AMR |
µg Taken |
µg Found |
AMR |
|
20.7 |
18.3 |
0.88 |
62.1 |
54.0 |
0.87 |
103.5 |
108.8 |
1.05 |
20.7 |
17.8 |
0.86 |
62.1 |
57.0 |
0.92 |
103.5 |
107.8 |
1.04 |
20.7 |
17.5 |
0.84 |
62.1 |
60.1 |
0.97 |
103.5 |
111.8 |
1.08 |
20.7 |
18.0 |
0.87 |
62.1 |
60.4 |
0.97 |
103.5 |
114.3 |
1.10 |
20.7 |
18.1 |
0.87 |
62.1 |
59.9 |
0.96 |
103.5 |
114.5 |
1.11 |
20.7 |
18.1 |
0.87 |
62.1 |
62.4 |
1.00 |
103.5 |
111.3 |
1.07 |
|
N |
|
6 |
|
|
6 |
|
|
6 |
|
Mean |
|
0.87 |
|
|
0.95 |
|
|
1.08 |
|
Std Dev |
|
0.01 |
|
|
0.05 |
|
|
0.03 |
|
CV1 |
|
0.02 |
|
|
0.05 |
|
|
0.02 |
|
* PEL of 1 ppm chlorine (for a calculated 15-L
air volume) |
|
AMR = Analytical Method Recovery (Found/Taken) |
|
CV1 Pooled |
= 0.03 |
Average AMR |
=
0.967 |
Table 2
Sampling and Analysis - Chlorine
Test Level |
- - - - - - - - - - Found -
- - - - - - - - - |
Taken |
|
|
µg |
Liters |
mg/m3 |
ppm |
ppm |
% Recovery |
|
|
0.5 × PEL* |
1 |
27.9 |
15.6 |
1.79 |
0.62 |
0.56 |
110.7 |
2 |
27.5 |
15.2 |
1.81 |
0.62 |
0.56 |
110.7 |
3 |
26.1 |
14.5 |
1.80 |
0.62 |
0.56 |
110.7 |
4 |
25.4 |
14.8 |
1.72 |
0.59 |
0.56 |
105.4 |
5 |
23.7 |
15.0 |
1.58 |
0.54 |
0.56 |
96.4 |
6 |
24.9 |
14.9 |
1.67 |
0.58 |
0.56 |
103.4 |
|
| N |
6 |
| Mean |
0.60 |
|
106.2 |
|
Std Dev |
0.03 |
| CV2 |
0.054 |
1 × PEL* |
1 |
72.1 |
19.2 |
3.76 |
1.29 |
1.25 |
103.2 |
2 |
68.5 |
19.0 |
3.61 |
1.24 |
1.28 |
96.9 |
3 |
68.5 |
18.9 |
3.62 |
1.25 |
1.29 |
96.9 |
4 |
68.0 |
18.9 |
3.60 |
1.24 |
1.27 |
97.6 |
5 |
66.3 |
18.8 |
3.53 |
1.21 |
1.27 |
95.3 |
6 |
64.8 |
18.5 |
3.50 |
1.21 |
1.27 |
95.3 |
|
|
N |
6 |
|
Mean |
1.24 |
|
97.5 |
|
Std Dev |
0.03 |
|
CV2 |
0.024 |
2 × PEL* |
1 |
79.2 |
14.7 |
5.39 |
1.86 |
1.99 |
93.5 |
2 |
79.2 |
14.5 |
5.46 |
1.88 |
1.98 |
94.9 |
3 |
80.8 |
14.9 |
5.42 |
1.87 |
1.98 |
94.4 |
4 |
82.4 |
15.0 |
5.49 |
1.89 |
1.98 |
95.5 |
5 |
81.4 |
15.0 |
5.43 |
1.87 |
1.98 |
94.4 |
|
|
N |
5 |
|
Mean |
1.87 |
|
94.5 |
|
Std Dev |
0.01 |
|
CV2 |
0.006 |
|
* PEL of 1 ppm chlorine (15-L air volume) |
|
CV1 Pooled =
0.03 |
CV2 Pooled
= 0.03 |
CVT Pooled =
0.03 |
Average Recovery =
99.4% |
Table 3
Collection Efficiency - Chlorine
|
|
- - - - - - - - µg found -
- - - - - - - |
|
Sample Number |
First Bubbler |
Second Bubbler |
Collection Efficiency |
|
1 |
79.2 |
ND* |
1.00 |
2 |
79.2 |
ND |
1.00 |
3 |
81.2 |
ND |
1.00 |
4 |
83.3 |
ND |
1.00 |
5 |
82.0 |
ND |
1.00 |
6 |
74.6 |
ND |
1.00 |
|
* Based upon a detection limit of 0.01
µg/mL |
Table 4
Breakthrough - Chlorine
Time (min) |
- - - - - - - - µg found -
- - - - - - - |
% Breakthrough |
|
First Bubbler |
Second Bubbler |
|
|
15 |
78.10 |
ND* |
0 |
30 |
157.48 |
ND |
0 |
60 |
325.42 |
ND |
0 |
120 |
642.39 |
ND |
0 |
180 |
909.29 |
ND |
0 |
240 |
1,025.24 |
ND |
0 |
|
* Based upon a detection limit of 0.01
µg/mL Bubblers were connected in series and the flow rate was
about 1 L/min. |
Table 5
Stability Test - Chlorine
|
- - - - - - - - - - - - Found
- - - - - - - - - - - - |
Taken |
|
Sample |
µg |
Liters |
mg/m3 |
ppm |
ppm |
% Recovery |
|
1 Day |
1 |
72.1 |
19.2 |
3.76 |
1.29 |
1.25 |
103.2 |
2 |
68.5 |
19.0 |
3.61 |
1.24 |
1.28 |
96.9 |
3 |
68.5 |
18.9 |
3.62 |
1.25 |
1.29 |
96.9 |
4 |
68.0 |
18.9 |
3.60 |
1.24 |
1.27 |
97.6 |
5 |
66.3 |
18.8 |
3.53 |
1.21 |
1.27 |
95.3 |
6 |
64.8 |
18.5 |
3.50 |
1.21 |
1.27 |
95.3 |
|
| N |
6 |
|
Mean |
1.24 |
|
97.5 |
|
Std Dev |
0.03 |
|
CV2 |
0.024 |
5 Days |
1 |
69.8 |
18.8 |
3.71 |
1.28 |
1.27 |
100.8 |
2 |
72.4 |
18.5 |
3.91 |
1.35 |
1.27 |
106.3 |
3 |
70.8 |
19.0 |
3.73 |
1.28 |
1.27 |
100.8 |
4 |
72.9 |
18.5 |
3.94 |
1.36 |
1.27 |
107.1 |
5 |
76.0 |
18.7 |
4.06 |
1.40 |
1.27 |
110.2 |
6 |
73.4 |
18.8 |
3.90 |
1.34 |
1.27 |
105.5 |
="Verdana">
|
|
N |
6 |
|
Mean |
1.34 |
|
105.1 |
|
Std Dev |
0.05 |
|
CV2 |
0.035 |
15 Days |
1 |
61.5 |
19.0 |
3.24 |
1.11 |
face="Verdana">1.27 |
87.4 |
2 |
66.3 |
18.3 |
3.62 |
1.25 |
1.27 |
98.4 |
3 |
67.7 |
18.2 |
3.72 |
1.28 |
1.27 |
100.8 |
4 |
60.1 |
18.2 |
3.30 |
1.14 |
1.27 |
89.8 |
5 |
63.4 |
17.9 |
3.54 |
1.22 |
1.27 |
96.1 |
6 |
65.4 |
18.2 |
3.59 |
1.24 |
1.27 |
97.6 |
|
|
N |
6 |
|
Mean |
1.21 |
|
95.0 |
|
Std Dev |
0.07 |
|
CV2 |
0.055 |
30 Days |
1 |
62.3 |
18.1 |
3.44 |
1.19 |
1.27 |
93.7 |
2 |
65.0 |
18.3 |
3.55 |
1.22 |
1.27 |
96.1 |
3 |
62.9 |
18.4 |
3.42 |
1.18 |
1.27 |
92.9 |
4 |
62.9 |
18.3 |
3.44 |
1.18 |
1.27 |
92.9 |
5 |
62.5 |
18.1 |
3.45 |
1.19 |
1.27 |
93.7 |
6 |
65.5 |
18.2 |
3.60 |
1.24 |
1.27 |
97.6 |
|
|
N |
6 |
|
Mean |
1.20 |
|
94.5 |
|
Std Dev |
0.02 |
|
CV2 |
0.020 |
Appendix A
Calculation of Generated Concentrations from Permeation Tubes (9.6.)
The calculation of chlorine concentration in the generation system was
obtained using the following equation:
Where:
|
C |
= |
Concentration in ppm (vol/vol) |
R |
= |
Permeation or diffusion rate (ng/min) |
f |
= |
Total gas flow rate (mL/min) |
k |
= |
Constant (nL/ng) |
The permeation or diffusion rate (R) for commercial permeation or
diffusion tubes is usually given by the manufacturer or can be determined
by weight loss over an extended period. The constant (k) is the reciprocal
density and is calculated as follows:
k = |
(22.4) × (T + 273) × (760)
MW × 273 × P |
Where |
22.4 |
= |
molar gas volume at 760 mmHg and 0 °C |
|
MW |
= |
molecular weight of material used in permeation or diffusion
device |
|
T |
= |
Temperature (°C) |
|
P |
= |
Pressure (mmHg) |
Note: T and P are the temperature and pressure at which f is measured
and not necessarily the temperature and pressure at which the chamber oven
is operating.
|