-------
(14) Construct a generator calibration curve of sleeve, setting
(y-axis) versus ozone concentration in ppm (x-axis) as
illustrated in Figure 4. Record on the calibration curve
the air flow rate, room temperature, and barometric
pressure at which the calibration was made. Draw a best-
fit straight line for the 5 data points by eye or
using a curve-fitting technique such as the method of least.
squares. Check all points and identify any that deviate
more than + 12* percent from the best-fit curve. To get
the percent deviation for a particular sleeve setting, .,
take the concentration measured by the KI Method, (ppm p.) ,
m
and for the same sleeve setting, the concentration read
from the best-fit curve, (ppm 0,) , and compute:
J t
(ppm 03) - (ppm 03)
percent deviation = —•——r x IQO.
(ppm 0)
(15) Construct an analyzer calibration curve of deflection as
percent of strip chart versus ozone concentration in ppm
as illustrated in Figure 5. Draw a straight line passing
through the zero and span points. Check the three inter-
mediate upscale points. They should fall on or close to
the straight line and exhibit a randomness about the line
(i.e., all three of the points should not be off in the
same direction). Identify any point deviating more than
+ 12 percent from the best-fit curve (see procedure 14
above for computing percent deviation).
(16) Rerun any point identified as deviating more than jK 12
percent on either one or both of the calibration curves.
Average the original and.rerun values and replot.
(17) Repeat procedures 14, 15, and 16 until acceptable cali-
bration curves are obtained (i.e., until all points are
within + 12 percent of the best-fit curve.
(18) Fill in the calibration conversion sheet of Figure 6 from
the calibration curve.
This value was derived from an analysis of EPA in-house calibration data
and represents the 3a value. For concentrations less than 0.2 ppm, this
value is smaller than the 3o value for repeatability obtained from a
collaborative test (Ref. 2). The above data and analysis are contained
in the final report of this contract.
11
-------
0 O.I 0.2 0.3 0.4 0.5
ppm 03BY VOLUME (measured by Kl method)
Figure 4: A Sample Ozone Generator Calibration Curve
100 r—
Figure 5:
0 O.I 0.2 0.3 0.4 0.5
ppm 03 BY VOLUME (measured by Kl method)
A Sample Ozone Analyzer Calibration Curve
12
-------
Analyzer No.
Date of Calibration
% Chart
0.0
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
-5.5
6.0
6.5
7.0
7.5
8.0
8.5
9.0
9.5
10.0
10.5
11.0
11.5
12.0
12.5
13.0
13.5
14.0
14.5
15.0
15.5
16.0
16.5
17,0
17.5
18.0
18.5
19.0
19,5
20.0
PPM
% Chart
20.5
21.0
21.5
22.0
22.5
23.0
23.5
24.0
24.5
25.0
25.5
26.0
26.5
27.0
27.5
28.0
28.5
29.0
29.5
30.0
30.5
31.0
31.5
32.0
32.5
33.0
33.5
34.0
34.5
35.0
35.5
36.0
36.5
37.0
37.5
38.0
38.5
39.0
39.5
40.0
PPM
% Chart
40.5
41.0
41.5
42.0
42.5
43.0
43.5
44.0
44.5
4S.6
45.4
46.0
46.5
47.0
47.5
48.0
48.5
49.0
49. S
50.0
50.5
51 .0
51 .5
52.0
52.5
53.0
53.5
54.0
54.5
55.0
55. 5
56.0
56.5
57. 0
17 5
5R 0
58 5
SO n
50 5
60 n
PPM
% Chart
6f>.s
61.0
61.5
67. 0
67.5
61.0
61.5
64. 0 "
6i.5
fi5.n
65. 1
fifi.n
6fi. 5
67. n
67.5
68. n
fiR 5
60 n
AQ.S
7n.n
7D.5
71 .n
71 5
T> n
7? . 5
71. n
71.5
7A n
74. 5
75 n
75. 5
76 n
7fi .5
77 n
77 ^
7R n
7R 1
7Q n
70 •;
fin n
PPM
% Chart
sn. s
8i .n
Rl .S
R? n
R9 S
K"\ n
Rl S
RA n
R4 -^
Rs,n
R1; •;
Rf, n
R6 •;
87 n
R7 S
HR n
RR «;
8Q 0
8Q.5
QQ n
QQ, •»
oi,n
Ql S
09 n
09 •;
01 n
01 •;
QA n
04. s
o1; n
05 5
QA n
°6 5
07 n
97 5
°8 0
og <;
oo n
90 5
100 n
PPM
Figure 65 Table for Converting Trace Deflection in Percent of Chart to
Concentration in ppm.
13
-------
(19) Forward final calibration curves to the supervisor with a
description of any trouble encountered during the
calibration.
(20) File the calibration data sheet in the calibration log
book.
Secondary Calibration Procedures - A secondary calibration of an analyzer
is accomplished with a previously calibrated ozone generator. The apparatus
setup is as shown in Figure 2 without the KI sampling train.
To qualify the,generator as a secondary standard, at least five (5) primary
calibrations should be performed. No more than one calibration should be
performed on a given day. The five calibrations should cover a period of
at least two weeks. Data from the five calibrations are plotted on a
graph as shown in Figure 4, and a best-fit curve constructed using the
method of least squares. If all calibrations were made at identical sleeve
settings, another suitable method for constructing an average calibration
curve is to average the concentration values for each sleeve setting. Plot
the averages and construct a best-fit curve as shown in Figure 4.
Additional multipoint calibrations of the 0_ generator against the KI Method
will be required any" time' the generator has maintenance which might affect
its output characteristics, or when results from the auditing process show
that a control sample cannot be measured within + (0.01 + 0.075 ppm 0-*)
with an analyzer that has just been properly zeroed and spanned with that
generator.
Once the generator has been acceptably calibrated (e.g., the ozone concen-
trations of all plotted points of at least 5 primary calibrations are within
+ 12 percent of the concentrations read from the best-fit curve, or if the
averages,from the above paragraph were plotted they should not deviate more
than + 12/t/n~ = 5.4 percent from the best-fit curve), the following procedure
is used to calibrate the analyzer.
(1) Set up the equipment as shown in Figure 2 without the KI
'• sampling 'train. Set the generator sleeve to the normal
value used to span the analyzer. Turn on the generator and
analyzer .and allow to operate until a stable output as
meas'ured by'the analyzer is obtained. This warm-up time
* may vary :from 30'minutes to several hours (Ref. 1) depending
on the generator be'ing used.
(2) Fill in the 'required information on a calibration sheet as
shown in Figure 3.
ppm 0 = the 0_ concentration of the control sample.
n = the number of calibrations, in this case 5.
14
-------
(3) Set the generator output to zero and let the system
stabilize. Adjust the zero control knob until the trace
corresponds to the line representing 5 percent of the
strip chart width above the chart zero or baseline. This
is to allow for possible negative zero drift. If the
strip chart already has an elevated baseline, use it as the
zero setting.
(4) Adjust the generator sleeve setting to give a concentration
equivalent to 80 percent of full scale. Allow the system
to stabilize. Adjust the span control knob until the
deflection corresponds to the correct percentage of chart
as computed by
(ppm 03)
7 r-^-5- x 100 + 5(% zero offset) = percent of chart
(ppm 0,)
J f
where (ppm 0-) = concentration of ozone read from
s the generator calibration curve,
and (ppm 0«) = full scale reading of the analyzer
f in ppm.
(5) Lock the zero and span control knobs. Record both knob
settings on the form in Figure 3.
(6) Obtain analyzer responses for generator outputs of 40, 20,
and 10 percent of full scale in that order.
(7) Record all generator sleeve settings, corresponding ozone
concentrations read from the generator calibration curve,
and analyzer responses as strip chart deflections on the
calibration data sheet of Figure 3.
(8) Construct a calibration curve of recorder deflection
(y-axis) versus ozone concentration (x-axis) by drawing a
straight line through the zero and span points.
(9) Check all points and rerun any that deviate more than
+ 14 percent from the straight line. Average the original
and rerun values and replot. Repeat the procedure until
all points are within + 14 percent of the straight line.
15
-------
(10) Fill in the calibration conversion sheet of Figure 6 from
the calibration curve.
(11) Forward calibration curve to the supervisor for his
approval with a description of any problems encountered
during calibration.
(12) File the calibration data sheet in the calibration log
book.
Zero and Span Check/Calibration (Step 2B)
A zero and span check is performed before and after each sampling period.
An ozone generator as shown in Figure 2 or an internal ozone generator, if
the analyzer is so equipped, can be used to perform the zero and span check.
When using an internal generator to span the analyzer, it is recommended
that span adjustments not be made if the analyzer response is within + 14
percent of the assumed generator output. A secondary or primary calibration
should be performed any time larger drifts occur.
The following procedure is followed when a calibrated external generator
(secondary standard) is used to span the analyzer.
(1) Connect the apparatus as in Figure 2 (without the KI
sampling train).
(2) Turn on the generator and allow time to warm up. After
warm-up mark the strip chart trace as unadjusted zero.
(3) Adjust the generator to zero concentration output.
Adjust the zero control knob until the strip chart
trace corresponds to the 5 percent of chart line. Mark
the trace as adjusted zero.
(4) Report any required zero adjustments larger than 0.01 ppm
to the supervisor.
(5) Adjust the generator sleeve to give a concentration
equivalent to 80 percent of full scale (or any value
specified by the supervisor). Allow the system to
stabilize. Mark the strip chart trace as unadjusted span.
Adjust the span control knob until the deflection corres-
ponds to the correct percentage of chart (see 4 on page
15). Mark the trace as adjusted span with the ozone
concentration in ppm.
(6) Report any required span adjustments larger than
0.01 ppm to the supervisor.
(7) Record the unadjusted zero and span readings in ppm on
the Daily Check Sheet of Figure 7.
16
-------
Document Control Settings (Step 3)
After each calibration record the zero and span control knob settings on
the Daily Check Sheet of Figure 7 under "New Control Knob Setting."
Any time the high voltage gain setting has to be changed, the new setting
is recorded in the maintenance log book. This adjustment is inside the
analyzer and would be adjusted before calibrating the analyzer.
Sampling
Place Analyzer in Sampling Mode (Step 4)
Place the analyzer in the sampling mode by setting the function switch, and
the time constant selector switch (if the analyzer is so equipped) to
appropriate positions for sampling. Record the analyzer range on the Daily
Check Sheet of Figure 7.
Pressure and Flow-Rate Check (Step 5) '
Check and, if necessary, adjust the sample flow rate to the value specified
for sampling: Record the total flow rate (sample air + ethylene) on the
Daily Check Sheet of Figure 7 in the column titled "Initial."
Check and, if necessary, adjust the ethylene pressure to the value specified
for sampling. The ethylene flow rate should be checked daily with a cali-
brated rotameter if the analyzer is not equipped with a pressure gauge. It
should be so checked at least once a month for analyzers that have a pressure
gauge. Record the ethylene pressure/flow rate on the form of Figure 7.
Recording System Check (Step 6)
i ,
Check the strip chart recorder for proper operation' including
(1) chart speed control setting,
(2) gain control setting,
(3) ink trace for readability,
(A) signs of excess signal noise, and
(5) recorder's deadband according'to manufacturer's
directions about once a monthi
17
-------
Station Name
ANALYZER DAILY CHECK SHEET
Location
Analyzer Number_
Ozone Generator Number
Date
Operator
Sample + Ethylene
Flow Rate
a/min)
Initial
Final
Ethylene
Pressure
or
Flow Rate
Analyzer
Range
(ppm)
Cylinder
Pressure kN/m
Ethy-
lene
Air
New Control
Knob Setting
Zero
Span
Unadjusted
Readings
Zero
Span
Figure 7: Sample Daily Check Sheet
-------
Automatic data acquisition systems incorporating magnetic tape recorder or
punched paper tape are checked for proper operation according to the
manufacturer's instructions.
Sampling Period (Step 7)
The sampling period is defined as the time interval between successive zero
and span calibrations (usually 24 hours). Do not change control setting on
the analyzer or recording system during the sampling period.
Operational Checks
Zero and Span Control Settings (Step 8)
Compare the zero and span control settings to the values recorded on the
check sheet (Figure 7) under "New Control Knob Settings" from'Step 3. If
the settings before and after the sampling period do not agree, note the
difference in the data log book and
(1) perform the normal zero and span calibration. If the zero
and/or span drifts are both less than +0.01 ppm, continue
in the usual manner (this assumes that the original
settings were recorded wrong or that the change in setting
was not large),
(2) if either the zero or span drift is greater than +_ 0.01
ppm, mark the data invalid and report the.situation to
the supervisor. Continue normal operations.
Sample Flow Rate (Step 9)
Read the sample plus ethylene flow rate from the rotameter. Record flow
rate U/min) on Daily Check Sheet (Figure 7) as "Final" value. Compare
initial and final readings.
If the change is greater than + 10 percent of the initial value, check the
ethylene pressure, the particulate filters for plugging, and the sample
air pump system for proper operation. Take corrective action. Record the
exact magnitude of the change on the form in Figure 8 under "Data Quality
Statement" with a description of the corrective action taken and forward
to the supervisor.
19
-------
City_
QUALITY CONTROL CHECKS
Pollutant
Site Location_
Site Number
Analyzer Number_
Date
Supervisor Responsible for Checks (Signature)_
Auditing
Level
n checks
N sampling
periods
Type of
Quality
Control
Check
Result
of
Check
Corrective
Action
Taken
Operator
Performing
Check
Data Quality Statement:
Figure 8: Sample Form for Reporting Results of Quality Control Checks
20
-------
Compute percent difference by
100 = percent
where Q = initial flow rate
and Qf = final flow rate (Jl/min) .
System Checks (Step 10)
Temperature control check - Each shelter should be equipped with a
temperature-indicating device such as a wall thermometer or a maximum and
minimum registering thermometer. Check the thermometer to verify that the
temperature control system is operating within limits. Control limits on
allowable temperature variations are determined by a supervisor from the
temperature variation sensitivity check on page 37 and in conjunction
with desired accuracy. If a larger than usual or allowable temperature
variation is observed, record the minimum or maximum temperature, cause,
and corrective action taken on the form in Figure 8 and forward to the
supervisor. If no cause is identified, or if the cause is determined but
cannot be corrected immediately, report it verbally to the supervisor
before performing a zero and span calibration. Always reset the maximum
and minimum registering thermometer after checking temperature variation for
a sampling period.
Sample introduction system_check - A sample introduction system may
consist of an intake port, trap for moisture and large particulates,
horizontal sampling manifold, and exhaust blower ,-rx illustrated in
Figure 2, page 6.
Check the moisture trap for accumulated water and large particles. Remove,
clean, and replace the trap if any moisture and/or particulates are
present.
Visually check the sample introduction system for breakage, leaks, foreign
objects in the intake port (e.g., spider webs, wasp nests), and deposited
particulates or excess moisture in the horizontal sampling manifold.
The above checks are made each sampling period (usually daily) . Conditions
such as a break in the manifold or a leaky joint in the sampling manifold
network which could affect data quality are reported with the data by a
brief description of the condition under "Data Quality Statements" on the
form in Figure 8, page 20, and by marking the strip chart trace as invalid
and reporting the situation to the supervisor. Take corrective action and
document in maintenance log book.
21
-------
Particulate filter check - A filter with a porosity of 5 micrometers is
used to keep large particles from reaching the sample cell. The primary
concern is in replacing the filter before foreign material buildup results
in ozone loss. When white teflon filters are used, it is recommended that
the filter be checked weekly and replaced at any sign of greying. Experi-
ence will suggest how often replacements need to be made for a given site.
Recording System Check and Servicing (S_tep 11)
Check the recording system for signs of recorder malfunctions that may have
occurred during the past sampling period. Specific procedures for checking
and servicing will depend on the type of recording system used. Check and
service automatic data acquisition systems according to the manufacturer's
instructions.
For a strip chart recorder check to see that:
(1) the recorder did not run out of chart paper,
(2) there is a continuous inked narrow trace for the
entire sampling period, and
(3) there was a uniform advancement of the chart paper
by checking the start and end times on the chart and
comparing with actual start and end times.
Malfunctions in the recording system resulting in loss or invalidation of
data are corrected and documented in the maintenance log book. The
sampling interval affected by the malfunction is identified on the strip
chart record for that sampling period.
Service the recorder for the next sampling period:
(1) Check the ink supply and refill if less than 1/4 full.
(2) Install a new roll of chart paper as necessary.
Visual Check of Recorded Data (Step 12)
Check and edit the strip chart record for the past sampling period to
detect signs of monitoring system malfunctions and to validate the data.
Typical points to look for which may indicate system problems are:
(1) A straight trace for several hours (other than minimum
detectable).
(2) Excess noise as indicated by a wide solid trace or
erratic behavior such as spikes that are sharper than
is possible with the normal instrument response time.
22
-------
(3) A long steady increase or decrease in deflection.
(4) A cyclic pattern of the trace with a definite time
period indicating a sensitivity to changes in temper-
ature or parameters other than 0_ concentration.
(5) Periods where the trace drops below the zero baseline.
This may result from a larger-than-normal drop in ,the
ambient room temperature or power line voltage.
If any of the above conditions are detected, data should be flagged,
troubleshooting done, and the supervisor informed. Data- should be declared
invalid only if malfunction of the instrument is detected; o.therwise, the
data should be reported.
Also, for data validation, a graph could be prepared by the supervisor from
previous data (e.g., 1 year of data) containing the average and + 3o values
for the hourly averages for reference when editing data. Figure 9, page 24,
is an illustration of such a graph. The occurrence of any one or more of
the conditions listed below should be investigated for possible, causes.
(e.g., extra heavy traffic, shift in peak traffic hours, or periods of
atmospheric stagnation with high pollution levels):
(1) an estimated 1-hour average falls outside the
+ 3a limits for that specific hour,
(2) the daily pattern has shifted to left or right by
4 or more hours, and
(3) abnormal pattern such as no peak or .two peaks.
Document any causes known or suspected or the absence of any known causes
on the form in Figure 8, page 20, under "Data Quality Statement."
Data Processing
Data Handling (Step 13)
At the end of each sampling period, the operator should make certain that
the strip 'diart contains the following information:
(1) Sampling station number and location, pollutant
being measured, and operator.
(2) Starting time and date. Ending time and date.
(3) Proper identification of unadjusted zero and
adjusted zero traces.
23
-------
_ 0.10
1
£0.08
z
o
H 0.06
0.04
o
z
8 0.02
10
O
8 10 12 14 16
TIME OF DAY (hours)
18 20 22 24
Figure 9: A Sample Graph of the Mean (c) and 3a Limits of Hourly 0,
Concentrations for a 24-Hour Period
(4) Proper identification of unadjusted and adjusted span
traces, and the concentration in ppm of the span gas.
(5). Editing information identifying any periods of invalid
data due to equipment failure or other known causes.
Data Reduction (Step 14)
Procedure for readin&Jiourly averages_frpm strip chart recorders - To
determine the hourly average concentration from a strip chart record, the
following procedures are used:
(1) Obtain the strip chart record for the sampling period
in question. The record must have adjusted span and
zero traces at the beginning of the sampling period and
an unadjusted zero trace at the end of the sampling
period.
(2) Fill in the identification data called for at the top
of the hourly averages sheet of Figure 10.
-------
CITY
SITE LOCATION_
DATE
SITE NUMBER_
POLLUTANT
OPERATOR
CHECKER
Hour
0-1
1-2
2-3
3-4
4-5
5-6
6-7
7-8
8-9
9-10
10-11
11-12
12-13
13-14
14-15
15-16
16-17
17-18
18-19
19-20
20-21
21-22
22-23
23-24
(1) Reading
Original
Check
'2)ZeroBaseline
Original
Check
(3) Difference
Original
Check
(4) Add +5
Original
Check
1
(5) PPM
Original
'
Check
Figure 10: Sample Sheet for Recording Hourly Averages
25
-------
(3) Using a straight edge, draw a straight line from the
adjusted zero at the start of the sampling period to
the unadjusted zero at the end of the sampling period
. as illustrated in Figure 11, page 27. This line repre-
sents the zero baseline to be used for the sampling period.
(A) Read the zero baseline in percent of chart at the midpoint
of each hour interval and record the value on the hourly
averages sheet in Figure 10, page 25.
(5) Determine the hourly averages by using a transparent
object, such as a peice of clear plastic, with a straight
edge at least 1 inch long. Place the straight edge
parallel to the horizontal chart division lines. For the
interval of interest between two vertical hour lines,
adjust the straight edge' between the lowest and" highest"
points of the trace in that interval, keeping the straight
edge parallel to the chart division lines, until the total
area above the straight edge bounded by the trace and the
hour lines is estimated to equal the total area below the
straight edge bounded by the trace and hour lines. See
Figure 11 for an illustrated example.
Read the percentage of chart deflection and record on the
hourly average sheet in the column headed Reading under
"Original."
Repeat the above -procedure for all the hour intervals for
which the analyzer was sampling and which have not been
marked invalid. Record all values on the hourly averages
sheet in the cblumn headed Reading under "Original."
(6) Subtract the zero baseline value (column 2) from the
reading value (column 1) and record the difference in -
column 3. ;
(7) Add. the percent zero offset (column A) to the difference.
'(8) Convert percentage chart values to concentration in ppm
using the calibration conversion table (in.Figure 6)
developed from the calibration curve. Record the ppm
values in column 5 on the hourly averages sheet. The
"Check" columns will be used in the auditing process and
will be discussed in Section II, page 31.
26
-------
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Figure 11: Sample Trace of 24-Hour Sampling Period with Zero and Span Calibrations
-------
Data Reporting jStep 15)
Transcribe information and data from the hourly averages sheet to a
SAROAD Hourly Data Form (see Figure 12).
Basic instructions for filling out the SAROAD Hourly Data Form are given
below. If the data are to be placed in the National Aerometric Data Bank,
further instructions can be obtained from the SAROAD Users Manual
APTD-0663.
(1) The SAROAD Hourly Data Form is an approved form for the
recording of data observed on averages at intervals of
less than 24 hours. In this case the form is to be used
for recording hourly averages of ozone observations.
(2) Entries on the upper left of the form (see sample form,
Figure 12) provide identification. (Many of these items
may already be filled in by the time operators receive
the cards.) These are:
(1) Agency - group recording the observations.
(2) City - city in which instrument is operated.
(3) Site - specific location of the sampler within
city.
(4) Project name, if any.
(5) Parameter observed - ozone.
(6) Time interval - hourly.
(7) Method - instrumental chemiluminescence.
(8) Units of observation - parts-per-million.
(3) In the upper right hand corner of the SAROAD Hourly Data
Form appears three lines of blocks for coding identifying
information. These correspond to the card columns of the
numbers beneath each box when punched on an 80-column
Hollerith card. EPA will assign codes for the first line
of blocks to the reporting agency when Site Identification
Forms are initially submitted. They consist of a two-
digit code for state (SS), a four-digit code for the area
of the state in which the sampler is located (CCCC), and
a three-digit number specifically identifying the site
(XXX). For the remaining two lines of blocks, codes are
assigned for each study as follows:
28
-------
to
f>
LESS THAN 24-HOUR SAMPLING INTERVAL
m
i Agency
City Name
Site Address
ENVIRONMENTAL PROTECTION AGENCY
National Aerometric Data Bank
P. 0. Box 12055
Research Triangle Park
North Carolina 27711
State Area
Site
Parameter observed
Time Interval of obs .
Method
i i 11 i i i m
2 3156789 10
Agency [Project Time Year
0 m n m
TT 1213 11 15 16
Parameter code Method Units
Month
Units
Parameter code Method Units DP
**r-i i i i n m m n
23 21 25 26 27 28 29 30 31 32
Day
19 20
!
-
i
St Hr]
21 22
Project
Rdg 1
3 31. 35 36
-
1
—
Rdg 2
37 3» 39 10
I
1
Rdg 3
m 1.2 1.3 M
Rdg 4
-------
(1) Agency - agency code.
(2) Project - project.
(3) Time.
(4) Year.
(5) Month - 01 to 12 for example, as appropriate,
a. July - 07.
b. August - 08.
c. September - 09.
d. October - 10.
e. November - 11.
(6) Parameter code - 44201.
(7) Method - 11.
(8) Units - 07.
(9) DP - 3 (designates the number of places to the
right of the decimal point in the value
entries).
(4) On the body of the form, the two-block first column, "Day,"
is the calendar day of the month (e.g., 01, 02). "ST HR"
(start hour) calls for either 00 or 12 to denote the
starting hour for which data on that line are recorded.
Two lines are used for each day's observations. The first
line gives "00" (midnight) for "ST HR" and lists the a.m.
observations.
(5) Record the hourly averages in the "Rdg" columns: "Rdg 1"
would be for either the 0 to 1 hour reading or the 12 to 13
hour reading; "Rdg 2" would be for either the 1 to 2 hour
reading or the 13 to 14 hour reading; etc. In entering the
hourly averages, the decimal point is located between the
first and second column.
For example:
0.01 ppm would be' entered as | [0 |1 |0 |
0.1 ppm would be entered as \ 0|1 |0 |0 |.
30
-------
Report the results of any special quality control checks performed on
special form in Figure 8. Attach the special form for quality control
checks to the SAROAD form and give to the supervisor.
File the hourly averages sheet in the data log book.
SPECIAL CHECKS FOR AUDITING PURPOSES
In making special checks for auditing purposes, it is important that the
check be performed without any special check or adjustment of the system
(see Section III, page 51). Two special checks are required to properly
assess data quality.. A checking or auditing level of 7 checks out of
100 sampling periods is used here for illustration. The supervisor will
specify the auditing level to be used according to monitoring requirements.
Each of the two checks is discussed separately.
Measuring Control Samples
There are two methods for generating control samples that qualify as
independent audits. They are 1) a reference ozone generator (i.e., a
generator calibrated and maintained independent of generators normally
used in the field) and 2) a field ozone generator monitored by the
buffered KI Method. See Section III, page 50 for descriptions of the
two methods.
A reference ozone generator should be calibrated in the manner described on
page 12 under Secondary Calibration Procedures. After the 5 primary cali-
brations have been performed and.an acceptable average calibration curve
is constructed, the reference generator should be calibrated against the
KI Method at least once a month. Plot all the calibration points on the cali-
bration curve. Continue to use the average calibration curve as long as all
plotted points are within +9.5 percent (the assumed 2a level) of the
average curve and continue to show a random scatter. A new average cali-
bration curve should be constructed when single points deviate more than
9.5 percent from.the curve or when trends (e.g., all points from a cali-
bration are off in the .same directions) are observed such that a new curve
using the latest calibration data would deviate more than 5 percent from the
average curve.
Reference Generator - When using avreference generator for auditing, it is
important that the. clean air flow rate is the same as when the 0, generator
was calibrated. Also, room temperature and supply voltage should be as near
as possible to calibration conditions. The generator calibration .should be
verified by the KI Method on site if the site elevation differs by more than
150 m (* 500 ft). The audit procedure is as follows:
(1) Disconnect the field generator output line and connect
the line to the output of the reference generator.
Some person other than the regular operator should us
the generator calibration curve to set the generator
output to be in the range of normally measured ozone
rnn<-*>nt-raM nns.
31
-------
(3) Let the control sample flow until the system equili-
brates. Have the operator record the analyzer response
in ppm.
(4) The person performing or supervising the audit should
compare the true value (ppm 0,) as read from the
J o
generator calibration curve and the measured value as
read by the analyzer (ppm 0,) by
J m
(ppm 03) - (ppm 03)
d = m . 2. x 100
1 (ppm 0)
(5) If d.. is equal to or greater than + 14, reconnect the
.L
field generator and have the operator perform a regular
zero and span calibration.
(6) Repeat operations 1 through 4.
(7) If the percentage difference, after the zero and span,
is still greater than + 14, a multipoint primary/
secondary calibration is required.
(8) If d- is less than + 14, continue normal operations.
(9) Record the value of d.. from 4 above, and (ppm 0») with
1 o
a short description of trouble, if any, on the form in
Figure 8 and forward to the supervisor for his signature.
Buffered KI Method - When using the field generator monitored by the
buffered KI Method, proceed in the following manner:
(1) Connect the apparatus as shown in Figure 2.
(2) Position the generator sleeve to give an ozone concen-
tration in the desired range.
(3) A person other than the operator who normally calibrates
the analyzer should prepare the KI reagents and deter-
mine the generator output using the neutral buffered
KI Method.
(4) Record values determined by KI Method and analyzer
response in ppm's.
32
-------
(5) The person performing the audit compares the true
concentration (ppm 0,) as measured with KI Method
J o
and the concentration as indicated by the analyzer
(ppm 0_) in ppm by
J m
(ppm 03) - (ppm 03)
d = " 2. x 100 .
1 (ppm 0 )
J o
(6) If d.. is less than + 15, continue normal operation.
(7) If d.. is equal to or greater than + 15, perform a
regular zero and span calibration and remeasure.
(8) If d. from the remeasure is still greater than + 15,
perform a secondary or primary calibration; otherwise,
continue normal operation.
(9) Record the value of d.. (from procedure 6 only) and
(ppm 0.) with a short description of trouble, if any,
J o
on the form in Figure 8 and forward to the supervisor
for his signature.
Data Processing Check
In auditing data processing procedures, it is convenient and allows for
corrections to be made immediately if checks are made for each sampling
period. Hence, rather than check all 24 hourly averages for 7 days out
of every 100 days, it is suggested that 2 one-hour averages be checked
each 24-hour sampling period. Also, it is suggested that the 2 highest.
hourly averages or the 2 hours for which the strip chart trace is most
dynamic in terms of spikes be selected for checking by scanning the strip
chart record. The check must be independent, that is, performed by an
individual other than the one who originanlly reduced the data. The check
is made starting with the strip chart record and continuing through the
actual transcription of the concentration in ppm on the SAROAD form.
This, then, would include reading, calculating, and transcribing or
recording errors.
The check is performed in the same manner as that used to process the
original data as described in the section on Data Processing, Steps 13
through 15. After all check calculations have been made, the form in
Figure 10, page 25, is obtained and the values recorded in the "Check"
columns for the appropriate hour. If either one of the two checks differs
by as much as +0.01 ppm from the respective original value, all hourly
averages for that sampling period should be checked and corrected. In cases
where all hourly averages have been checked, the two original, audit checks
should be clearly identified on the hourly averages sheet.
33
-------
SPKCJAL CHECKS TO DETECT AND IDENTIFY TROUBLE
The following checks may be required when: 1) a quality assurance program
is first initiated in order to determine analyzer/generator performance
capabilities and to identify potential problem areas, and 2) at any later
time when it becomes increasingly difficult to meet the performance
standards of the auditing program to identify and evaluate trouble areas.
Procedures for performing a zero drift check, a span drift check, a voltage
variation sensitivity check, and a temperature variation sensitivity check
are discussed individually.
Zero Drift Check
If available, set up equipment for monitoring and recording on strip chart
the analyzer's power source voltage and the ambient room temperature. If
such equipment is not available, use a regular A.C. voltmeter capable of
measuring between 100 and 130 V.A.C. and connect it across the analyzer
power plug. Locate a thermometer or other temperature-indicating device
near the analyzer to give a representative reading of the ambient room
temperature. A maximum-minimum thermometer is preferred.
(1) With the ozone generator turned off, adjust the air
flow through the generator to that normally used during
calibration and adjust the strip chart trace to 5 percent
of chart.
(2) Start temperature and voltage recorders or read and
record the temperature and voltage each hour for the
duration of the test.
(3) Let the analyzer operate unadjusted for 24 hours with
the zero gas.
(4) From the strip chart(s) and recorded data determine the
following:
(a) difference between lowest (may be negative) and
highest values of the zero trace in ppm as AC,
(b) difference between lowest and highest temperatures
in °C as AT,
(c) difference between lowest and highest line voltages
recorded during sampling period in volts as AV,
(5) Document the values of AC , AT and AV in Table 1, page 39,
under zero drift check.
(6) Compare the fluctuation of the zero trace with the temper-
ature and voltage fluctuations for similarities (i.e., see
if the peaks occur at about the same time). If it appears
that the zero trace is sensitive to voltage or temperature
changes, individual voltage and temperature sensitivity
checks should be made.
34
-------
Span Drift Check
For this check use an ozone generator that has been checked and shown to
maintain a constant output within + 2 percent for source voltage variations
of + 10 percent (see the Voltage Variation Sensitivity Check on page 36)
or place a constant voltage regulator on the generator power source. Set
up the equipment as in the Zero Drift Check.
(1) Set the generator output to a value equivalent to at
least 50 percent of full scale for the analyzer range
normally used for sampling.
(2) Start the temperature and voltage recorders or read
and record the temperature and voltage each hour for
the duration of the test.
(3) Let the system operate unadjusted for 24 hours.
(4) Read and record the generator flow rate and the
ethylene plus sample air flow rate each hour for the
duration of the test.
(5) From the strip chart(s) and recorded data determine
the following:
(a) difference between the lowest and highest
concentration values recorded during the
24-hour test in ppm as AC ,
(b) difference between the lowest and the highest
temperatures in °C as AT ,
s
(c) difference between lowest and highest line
voltages recorded during the test period in
volts as AV.
s
(6) Document the values of AC , AT , and AV in Table 1, page
39, under Span Check.
(7) Compare the fluctuations of the span trace with temper-
ature, voltage, and flow-rate fluctuations for
similarities (i.e., see if the peaks occur at about the
same time). If it appears that the span trace is
sensitive to voltage or temperature .changes, individual
voltage and temperature sensitivity checks as described
below should be performed.
35
-------
Voltage Variation Sensitivity Check
From the span drift check, if AC <_ 0.01 ppm and AV >_ 10 volts, do not
perform a voltage variation sensitivity check. Report voltage sensitivity
as AC/AV, where AC and AV are the actual values observed from the span
drift check.
If however, results from the span drift check do not fall in the above
category, perform a voltage variation sensitivity test as follows:
(1) Plug the analyzer into a variable voltage transformer
(hereafter referred to as a variac) capable of
adjusting the power line voltage by + 15 volts from the
normal line voltage and plug the variac into the regular
electrical outlet.
(2) Connect a voltmeter across the variac output leads.
(3) Perform a regular zero and span calibration with the
variac adjusted so that the voltmeter reads 115 volts.
(4) With the generator output still set at the span position,
adjust the variac until the voltmeter reads 105 volts.
Allow the analyzer to stabilize. Identify that portion
of the strip chart trace as being at 105 volts.
(5) Adjust the variac until the voltmeter reads 125 volts.
Allow the analyzer to stabilize and properly identify
the trace.
(6) Read the trace deflection at 105 and 125 volts and
convert to concentration in ppm.
(7) Calculate the percent change in concentration per unit
change in voltage by
(ppm 03) - (ppm 03)
percent change/V = ^T^T^ x 1Q0
ZU x Li
s
where (ppm 0.) = the measured concentration at
125 125 volts,
(ppm 0_) = the measured concentration at
105 105 volts,
and C = 0, concentration used for the
s j
check.
(8) Record the percent change in Table 1 for voltage variation
sensitivity.
36
-------
In addition to the voltage variation sensitivity check for the analyzer,
a similar check for the generator should be made about every 6 months.
(1) Connect the generator power plug into a variac capable
of adjusting power line voltage by +_ 15 volts from the
normal line voltage.
(2) Connect a voltmeter across the variac output leads.
(3) Set the generator output to at least 50 percent full
scale for the analyzer range normally used during
sampling.
(4) Record generator output as indicated by the analyzer for
voltages of 105, 115, and 125.
(5) Calculate the percent change in ozone concentration per
unit voltage change by
(ppm 0,) - (ppm OJ
125 105
percent change/V = 20 ~ r x 100>
s
(6) If the percent change is equal to or greater than 0.3, a
constant voltage regulator should be used to eliminate
normal line voltage fluctuations.
(7) If the percent change is less than 0.3, continue normal
operations and perform another check in 6 months or when
the auditing process shows that performance standards
are not being satisfied.
(8) Record the results of the check in the generator
maintenance log book.
Temperature Variation Sensitivity^ Check
From the span drift check, if AC <^0.01 ppm and AT >_ 68C (11°F) , do not
perform a temperature sensitivity check. Report temperature sensitivity
as
percent change/0C = -—j- x 10°
where AC and AT are the change in concentration and change
in temperature, respectively, as observed
from the span drift check,
and C is the ozone concentration used during the
check.
37
-------
If however, the above conditions are not satisfied, perform a temperature
sensitivity check as follows:
(1) Place the analyzer in a room or chamber where the
temperature can be varied by at least +_ 6°C (11°F).
The generator should be .located outside the room or
chamber and maintained at a constant temperature
during the check.
(2) Set the generator output to-a value equivalent to at
least 50 percent of full scale 'for the analyzer range
normally used for sampling.
(3) Let the generator and analyzer warm up sufficiently to
get a stable trace.
(4) Set up a temperature-measuring device 'such as a
maximum-minimum thermometer near the' analyzer.
(5) Turn the temperature control down 6°C. Allow time for
the room temperature and the analyzer trace to stabilize.
Read from the thermometer and record on the strip chart
the actual temperature.
(6) Turn the temperature control up 12°C from its previous
setting (i.e., 6°C above the normal setting). Allow
time for room temperature and analyzer to stabilize.
Record actual temperature on the strip chart.
(7) Calculate
(ppm Oj - (ppm 0.) .
T T
1 2
percent change/°C = - -7= - =-r^ --- x 100
"
where (ppm 0.) = concentration in ppm measured
Tl 3tTl>
(ppm 0_) = concentration in ppm measured
2 at ,T2>
C = 0_ concentration used for check,
5 j
T = highest temperature (°C),
I' = lowest temperature (°C).
Record the percent change/°C in Table 1 for the temperature sensitivity check.
and I' = lowest temperature (°C).
38
-------
Treatment of Sensitivity Data
Results from the above checks and estimates (could be actual measurements,
if available) of the maximum expected variation of each of the variables
under normal operating conditions are recorded in Table 1. Assumes values
of expected variation are given for ambient room temperature as HH 4.5°C
from a set value and for voltage as + 12 volts from a normal 115 volt source.
The maximum expected error for zero drift is recorded as the value observed
from the zero drift check. The results of the span drift check have to be
multiplied by the.ratio of the maximum ozone concentration measured in the
ambient air, (ppm 0,) , to the concentration used udring the span drift
check, C , in order to arrive at a maximum expected error. If any one
s
variable shows a maximum expected error as large as 4 percent of the
measured concentration, means of controlling that variable should be
considered (see the discussion on Quality Control Procedures in Section III,
page 61. For example, if the temperature sensitivity check shows a per-
centage change of ,0.3 and the room in which the analyzer operates has a
maximum temperature variation of 9°C, then the maximum possible error in
the measured 0- concentration due to temperature variation would be
2.7 percent (073 x 9).
Table 1. ANALYZER EVALUATION DATA
Variable
Zero drift
Span drift
Temperature
Voltage
Result
of
check
*Co =
AT =
o .
AV =
o . . .
ACs =
ATs =
AV =
s
% change /°C =
% change /V =
Maximum
expected
variation
AT = 9°C
AV = 24 V
Maximum
expected error
ACQ =
(ppm 03)
/r x m
" s " Cg
(% change) x 9 =
(% change) x 24 =
39
-------
CALIBRATION OF FLOW-RATE PARAMETERS
Calibrated rotameters are used to measure flow rates in this monitoring
system. Three rotaraeters are used as shown in Figure 2, page 6. Most
analyzers have a receptacle for connecting a flow meter to measure the
ethylene flow rate. Directions Cor calibrating the three above mentioned
rotameters and for calibrating the flow meter used to measure the ethylene
flow rate are given below.
Calibrating Rotameters Against a Wet .Tgst_MetJer
For the monitoring system as shown in Figure 2, page 6, the rotameters for
monitoring the air flow rate through the 0 generator, the flow rate through
the Kl sampling train, and the sample air + ethylene flow rate can be
calibrated against a wet test meter using air as the calibration gas.
Figure 13 shows a typical setup for calibrating rotameters under actual
operating conditions. The two boxes labeled system apparatus represent
system components used in the monitoring system. As an example, the
rotameter in the K.I sampling train could be calibrated with the apparatus
connected as shown in Figure 1.4.
Procedure for Calibrating the KI Sampling Train/Sample Air Rotameter - The
calibration is performed in the following manner:
(1) Set up Che apparatus as shown in Figure 14 making
the connections as short as possible, and of large
enough inside diameter to avoid any appreciable
pressure drops.
(2) Start the air flowing through the system and allow
to flow for 5 to 1.0 minutes to ? How the water in
the wet test meter to reach saturation with the air.
(3) Before and after the.complete calibration run, read
arid record room temperature and barometric pressure.
Record average values on the calibration form in
Figure 15. Use average values for subsequent
calculations.'
(4) Adjust the flow rate to about 20 percent of full scale
for the rotameter with the needle valve.
(5) Take a pair of timed readings on the wet test -meter
(for best results use complete revolutions of the
wet test meter), under steady flow, for each of five
or more uniformly spaced points on the rotameter
scale, going from low values to high values. Repeat,
going from high to low. Record rotameter reading,
total flow, elapsed time of run, manometer reading, and
T (temperature of the liquid in the wet test meter)
m
for each run on the calibration sheet of Figure 15.
_ __
To calibrate the sample air rotameter connect the outlet side of the wet
test meter upstream of the analyzer.
40
-------
NEEDLE
VALVE
TO
VACUUM'
PUMP
SYSTEM
APPARATUS
^^
ROTAMETER
UNDER
TEST
SYSTEM
APPARATUS
THERMOMETER
Figure 13: Calibration Assembly Using Wet Test Meter
TO VACUUM
PUMP
FLOW
METER
GLASS
WOOL
THERMOMETER
ROOM
AIR
ABSORBERS
Figure 14: Setup for Calibration KI Sampling Train Rotameter
Under Operational Conditions.
41
-------
Analyzer/Generator
Rotameter Serial No.
Calibrated With
Location
Room Temperature (Average)
Atmospheric Pressure (Average)
Calibrated By
°C
mmHg
Date
Test
Point
1
2
3
4
5
6
7
8
9
10
Rotameter
Reading
Total
Flow 1
Time
min.
Flow rate
1/min.
Manometer
reading
in H20
Tm
Figure 15: Rotameter Calibration Data Sheet
-------
(6) Convert all temperature and pressure readings to
absolute units.
°C + 273 = °K
in H20 x 1.87 = mmHg.
(7) Calculate indicated flow-rate readings for all recorded
rotameter points by dividing the total flow by the
elapsed time for that run.
(8) Using the following formula, convert these indicated
flow rates to actual flow rates that would be indicated
by the rotameter if it were calibrated for air at
reference conditions of temperature and pressure.
where Q__ = flow rate at reference conditions (Jl/min),
KL.
Q = flow rate indicated by wet test meter
U/min),
T = reference temperature (298°K),
T = meter temperature (water temperature
for wet test meter, usually same as
room temperature) (°K),
P = reference pressure (760 mmHg),
R.
and P = barometric pressure minus the manometer
reading (mmHg). Note: For this
setup the manometer reading should be
very small (e.g., 0.1 to 0.2 in H.O).
(9) Prepare a calibration curve of rotameter reading (y-axis)
and flow rate at reference conditions (x-axis) by best
fit to all points. It should be labeled "corrected for
25°C and 760 mmHg." Figure 16 shows a typical rotameter
calibration curve.
-------
Analyzer/Generator
Flowraeter No.
Location
Corrected for Air at
25°C and 760 mmHg.
Calibrated By
c to
334-
ra c
K
•8 2
0
I 1
0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.0
Flow Rate (fc/min)
Figure 16: Typical Rotameter Calibration Curve
Procedure for Calibrating the Rotameter in the 0^ Generator Circuit - The
calibration is performed in the following manner:
(1) With the monitoring system connected as in Figure 2,
page 6, disconnect the KI sampling train and the
calibration line to the analyzer from the calibration
manifold. Cap all calibration manifold outlets other
than the one labeled "vent" in Figure 2.
(2) Connect the vent of the calibration manifold to the
inlet side of the wet test meter. Vent the outlet
side of the wet test meter to the atmosphere,
(3) Start the air flowing through the system and allow
to flow for 5 to 10 minutes to allow the water in the
wet test meter to reach saturation with the air.
(4) Before and after the complete calibration run, read
and record room temperature and barometric pressure.
Record average values on the calibration form in
Figure 15. Use average values for subsequent
calculations.
-------
(5) Adjust the flow rate to about 20 percent of full
scale for the rotameter with the needle valve.
(6) Take a pair of timed readings on the wet test meter
(for best results use complete revolutions of the
wet test meter), under steady flow, for each of five
or more uniformly spaced points on the rotameter
scale, going from low values to high values. Repeat,
going from high to low. Record rotameter reading,
total flow, elapsed time of run, manometer reading,
and T (temperature of the liquid in the wet test
meter) for each run on the calibration sheet of
Figure 15.
(7) Convert all temperature and pressure readings to
absolute units.
°C + 273 = °K
in HO x 1.87 = mmHg.
(8) Calculate indicated flow-rate readings for all recorded
rotameter points by dividing the total flow by the
elapsed time for that run.
(9) Using the following formula, convert these indicated
flow rates to actual flow rates that would be indicated
by the rotameter if it were calibrated for dry air at
reference conditions of temperature and pressure.
where Q__ = flow rate at reference conditions (Jl/min),
KL
Q = flow rate indicated by wet test meter
m U/min),
D
K
= reference temperature (298°K) ,
T = meter temperature (water temperature
for wet test meter, usually same as
room temperature) (°K),
P_ = reference pressure (760 mmHg),
K
and P = barometric pressure plus the manometer
reading, minus the vapor pressure of the
liquid used in the wet test meter at
T
n
45
temperature T (mmHg).
-------
(10) Prepare a calibration curve of rotameter reading (y-axis)
and flow rate at reference conditions (x-axis) by best
fit to all points. It should be labeled "dry air at
25°C and 760 nunllg." Figure 16' shows a typical rotameter
calibration curve.
Calibration of the Ethylene Flow-Rate Meter
3
The ethylene flow rate is approximately 25 cm /min. Calibration at this
low flow rate requires that a standard other than a wet test meter be
used. A soap-bubble meter is recommended. The same configuration as
shown in Figure 13 can be used with a soap-bubble meter replacing the wet
test meter, provided a moiture trap is located between the bubble meter
and system components.
Also, room air or compressed air can be used as the calibration gas. The
flow-rate error due to the difference in densities of air and ethylene is
about 1 percent. The actual calibration procedure is the same as given
in the above subsection with correction to reference conditions being made
by the relationship in Step 9, page 45, with the exceptions that Tm
becomes the room temperature and P is the barometric pressure.
m
Frequency of Calibrating Rotameters
Rotameter usually require cleaning every six months to a year. It is
suggested that they be calibrated after having been cleaned or at any sign
of erratic behavior.
FACILITY AND APPARATUS REQUIREMENTS
Facility
A weatherproof shelter or room is required for housing the ozone analyzer.
Ideally the shelter or room would be equipped with an automatic, all-
seasons air conditioning unit capable of maintaining a pre-set temperature
with + 3°C (5°F). It is desirable that the heating/cooling be done
electrically to guard against the station's emitting pollutants and
altering the ambient air quality. A heat pump or a cooling unit with
electric resistance heaters would be suitable.
The shelter 'must be large enough to house the analyzer, any data
acquisition equipment, calibration equipment, and storage space for
ethylene and dry air cylinders. It should also have adequate working
space for. the inspection, calibration, and maintenance of the system.
Apparatus
Items'of equipment with approximate costs are listed in Table 2. Costs
associated with the analyzer, sample introduction system, and ozone
generator vary according to the analyzer model and make, size of the
sampling station, and type of ozone generator used; hence, only approxi-
mate ranges of cost are\given for these items.
Each item is checked according to whether it is 1) required in the
reference method, 2) used to control a variable or parameter, 3) required
for auditing purposes, or 4) used to monitor a variable.
46
-------
Table 2. APPARATUS USED IN THE CHEMILUMINESCENT METHOD
Item of equipment
Apparatus
1. Ozone monitor
2. Sample introduction system
3. Strip chart recorder
4. Ozone generator
5. Flow controller
6. Filters and drying columns
7. KI sampling train
8. Spectrophotometer
9. Barometer
10. Minimum-maximum thermometer
Reagents
11. Ethylene (C. P. grade)
12. Cylinder air (dry grade)
Optional equipment
13. Ozone generator (for auditing purposes)
14. Constant voltage regulator
15. A.C. voltmeter
16. Temperature control (heating/
cooling system)
Approx
cost
1973
5,000
1,000
700
50
75
750
50
35
50
7
700
270
50
1,000
Associated
error
Zero/Span
Drift
Sampling/
Calibration
Calibration
Me as. Err or
Zero/Span
Drift
Zero/Span
Dr i f r
UL J. i. I.
Zero/Span
Drift
Reference
method
/
/
/
/
/
/
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j
Variable
control
/
'
Auditing
equipment
/
Variable
monitoring
/
/
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1
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1
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SUPERVISION MANUAL
GENERAL
Consistent with the realization of the objectives of a quality assurance
program as given in Section I, this section provides the supervisor with
brief guidelines and directions for:
(1) the collection and analysis of information necessary
for the assessment of chemiluminescent data quality,
(2) isolating, evaluating, and monitoring major components
of system error,
(3) changing the physical system to achieve a desired
level of data quality,
(4) varying the auditing or checking level to achieve a
desired level of confidence in the validity of the
outgoing data, and
(5) selecting monitoring strategies in terms of data
quality and cost for specific monitoring requirements.
This manual provides brief directions that cannot cover all situations.
For somewhat more background information on quality assurance see the
Management Manual of this document. Additional information pertaining to
the chemiluminescent method can be obtained from the final report for this
contract or from the literature referenced at the end of Section IV, the
Management Manual.
Directions are written in terms of a 24-hour sampling period, an auditing
level of n=7 checks out of a lot size of N=100, and an analyzer range of
0 to 0.5 ppm for illustration purposes. Information on different auditing
levels is given in the Management Manual.
Specific actions and operations required of the supervisor in implementing
and maintaining a quality assurance program as discussed in this section
are summarized in the following listing.
48
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(1) Data Assessment
(a) Set up and maintain an auditing schedule.
(b) Qualify audit results (i.e., insure that checks
are independent and valid).
(c) Perform necessary calculations and compare to
suggested performance standards.
(d) Make corrections or alter operations when
standards are exceeded.
(e) Forward acceptable qualified data, with audit
results attached, for additional internal review
or to user.J
(2) Routine Operation
(a) Obtain from the operator immediate reports of
suspicious data or malfunctions. Initiate
corrective action or, if necessary, specify
special checks to determine the trouble; then
take corrective action.
(b) On a daily basis, evaluate and dispose of (i.e.,
accept or reject) data that have been identified
as questionable by the operator.
• (c) Examine operator's 'log books periodically for
completeness and adherence to operating procedures.
(d) Approve data sheets, calibration data, etc., for
filing by operator. •
(e) File auditing results.
(3) Evaluation of Operations '
(a) Evaluate available alternative monitoring strategies
in light of your experience and needs.
(b) Evaluate operator training/instructional needs for
your specific operation.
49
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ASSESSMENT OF CHEMILUMINESCENT DATA
Throughout this discussion and the rest of this document, the term "lot"
is used to represent a set or collection of objects (e.g., measurements
or observations), and the "lot size" designated as N is the number of
objects in the lot. The number of objects in the lot to be tested or
measured is called the "sample size" and is.designated by.n. The term
"auditing level,"-used interchangeably with 'Checking level," is fully
described by giving the sample size, n, and the lot; size, N'.
Required Information
A valid assessment of a batch or lot-of .chemiluminescent data can be made
at a given level of confidence with information derived, from two special
checks. The two checks are.:
(1) measurement of control samples, and
(2) data processing check.
Directions for performing the checks are given in Section II, Special
Checks for Auditing Purposes, page 31., Directions,for insuring indepen-
dence and proper randomization in the auditing process and for the analysis
of the results are presented in this section.
Collection of Required Information
Measurement of Control Samples - The generation and measurement of control
samples and the subsequent treatment of the results are discussed below.
Generation of control samples - Control samples are generated by an ozone
generator. A generator used for auditing purposes must either be a refer-
ence generator (see page 31) maintained and calibrated by personnel other
than the operator(s) maintaining and calibrating the generators regularly
used for calibrating • the analyzer, orrthe.generator calibrated and maintained
by the regular operator: can be used and,monitored by an individual other than
the regular operator using the buffered KI Method. In either case the
KI reagents used for calibrating -the reference generator: or for monitoring
the regular generator should be-prepared and maintained; independent of the
reagents used for calibrating the field generators or analyzers.
Procedure for performing check - From the next 100 sampling periods*
randomly select 7 periods'*" (e.g., one period selected randomly from seven
intervals of fourteen sampling periods each*, would, be satisfactory). Then
randomly select an hour for each of-the 7 periods (it is felt that one
hour randomly selected from the 8-hour working day will adequately satisfy
the requirements).
One sampling period is defined as one 24-hour day.
The extent of auditing, i.e., the number of checks, will be discussed in
the Management Manual.
50
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At the selected hour within the appropriate sampling period, have the
operator set up the equipment and measure a control sample (i.e., set the
generator sleeve to some intermediate setting for which the operator
would not know the exact concentration output without a calibration curve).
Instruct the operator to make no checks or adjustments on the system before
making the measurement. The control sample (sleeve setting) can be varied
from audit to audit to cover the range of concentrations from about 0.05
to 0.5 ppm. The operator performs the measurement according to the proce-
dures given in Section II, page 31.
Treatment of data - Two values may be obtained from each check. One value
represents the measured value of the control sample with no adjustments
made to the system prior to measurement. The second value obtained (only
if the first value exceeds control limits) is the measure of the control
sample obtained after a zero and span calibration has been performed.
Results of the second measurement (i.e., the measurement made after a zero
and span calibration has been performed) are used to detect and identify
trouble and are discussed on page 56. Results of the first measurement
are used in assessing data quality and are treated below.
For each measurement or check, compute the difference in the generator
output concentration (ppm 0,) , and the measured concentration (ppm 0_) ,
in ppm as ° m
d = (ppm 0,) - (ppm OJ
lj 3 mj 3 oj
where j is the j time that the check has been made during a
given auditing period.
Report the value of d.. and (ppm 0,) on the data qualification form of
J-J -1 oj
Figure 17.
Data Processing Check - Directions for performing the data processing check
and subsequent treatment of the results are discussed below.
Procedure for performing check - Independent checks on data processing
errors are made as directed in Section II, page 33. Data processing checks
are made each sampling period (24 hours). To insure continuous unbiased
checks, it is recommended that the individual performing the checks be
changed periodically.
Treatment of data - Two checks are made each sampling period. For each
check determine the difference between the check value and the original
value. If either check differs by as much as + 0.01 ppm from the original
value, all hourly averages for that period are checked and corrected. For
reporting data quality, the value used for correcting all hour averages
(e.g., +0.01 ppm) is reported. In situations where the procedure in
51
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Section IV, page 82 is to be followed for data quality assessment, compute
a value for reporting on the. form in Figure 17 by
(1) subtracting the check value in ppm from the original
value in ppm for each of the two hourly averages that
were originally selected for checking,
(2) add the two values computed in (1) above algebraically
(i.e., keep track of the signs) and divide by 2, and
(3) report the average in (2) as
d .(ppm)
where j is the j audit performed during
the auditing period.
Treatment of Collected Information
Identification of Defects - One procedure for identifying defects is to
compare audit results to performance standards. If the standard is
exceeded, it counts as one defect. The audit of measuring control
samples is the only one used in defining defects. Data processing errors
should be corrected when found, and are not, therefore, discussed here.
An audit check in which the value of d . is greater than
+ (0.01 + 0.075 x ppm 0_) will be considered a defect. The generator
output as measured by the KI Method or read from the average calibration
curve is used as the value of ppm 0_ for this calculation. This value is
assumed to be the 3o value and is discussed under Suggested Standards for
Judging Performance, page 54. As data become available, this limit should
be reevaluated and adjusted, if necessary.
Reporting Data Quality - Each lot of data submitted with SAROAD forms or
tapes should be accompanied by the minimum data qualifying information as
shown in Figure 17. The individual responsible for the quality assurance
program should sign and date the form. As an illustration, values from
Table 3: Suggested Standards for Judging Performance', page 55, are used
to fill in the blanks in Figure 17. The reported auditing rate is the
rate in effect at the beginning of the auditing period. An increase or
decrease in auditing rate during the auditing period will be reflected by
the total number of checks reported. The reason for change should be
noted on the form.
52
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Supervisor's Signature_
Reporting Date
Auditing Rate for Data Errors: n = 7, N = 100
Definition of Defect: |d | >_ (0.01 + 0.075 x ppm OJ
Auditing Rate for Data Processing Errors: n = _2_, N = 24
Definition of Defect*: ld2J > Q-01^ PPm
Number of Defects Reported (should bo circled in the table below)
Audit
1. Measurement of(d.,.)
control samples
(ppm 0.)
oj
2. Data processing
check (d2j)
Check Values (ppm)
dll
(ppm 0.)
J 01
d21
d!2
(ppm 0.)
J 02
d22
d!3
(ppm 0 )
J 03
d23
.._
- - -
dlj
(ppm 0 )
«j
d?-3
Data processing errors are corrected when found and are, therefore, not
reported as defects.
This is actually the value of one check while d-. is the average of two
checks. J
Figure 17: Data Qualification Form
53
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Check values (of d..,) are calculated as directed on page 51 and reported in
ppm. The concentration value used for the audit is reported as ppm 0_ for
the audit. Values of d-. need be reported only if requested by the Manager.
All reported check values exceeding the definition of a defect should be
marked for easy recognition by circling on the form. Attach the data qualL-
fication form to the SAROAD form and forward for additional internal review
or to the user.
SUGGESTED STANDARDS FOR JUDGING PERFORMANCE;USING AUDIT DATA
Results from various test's of the chemi luminescent'method (Ref. 2) show that
system precision is a function of the OJ 'concentration. The performance
standard given in Table 3 for the measurement of control samples was
taken from a collaborative test conducted under controlled conditions and
may be too restrictive for field conditions. The value given represents
the 3o limit. This standard should be reevaluated and adjusted for
different concentration levels when data collected from the measurement
of control samples become available.
COLLECTION OF INFORMATION TO DETECT OR IDENTIFY TROUBLE
In a quality assurance program one of the most effective means of preventing
trouble is to respond immediately to reports from the operator of suspicious
data or equipment malfunctions. Application of proper corrective actions at
this point., can reduce or prevent the collection of poor quality data.
Important error sources, methods for, monitoring applicable variables, and
suggested control limits for each source are discussed in this section.
Identification of Important Variables
A great many variables can affect the.expected precision and accuracy of
measurements made by the chemiluminescent method. Certain of these are
related to analysis uncertainties and others to instrument characteristics.
Major sources of error are discussed'below.
Inaccuracy and Imprecision in the 03 Output of Ozone Generators (Ref. 3) -
There are two components of error involved; one is the reproducibility of
the generator itself, and the second is due to the variance associated with
the KI Method used in calibrating the generator. It is felt that the
day-to-day variation in the generator output will be no greater than the
variability of the KI Method.
Imprecision attributable to the KI Method is minimized by replicating the
calibration process and constructing an average calibration curve
(see page 14). Inaccuracy and imprecision of the ozone generator output
may be influenced by variations in line voltage, ambient temperature, and
air flow through the generator. There is also some evidence that the
generator output decays with time (Ref. 1).
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Table 3. SUGGESTED PERFORMANCE STANDARDS
Standards for Defining Defects
1. Measurement of Control Samples; d ^ + (0.01 + 0.075 x ppm* 0_)
Standard for Correcting Data Processing Errors
2. Data Processing Check;
Standards for Audit Rates
-J ^0.01 ppm
3. Suggested minimum auditing rates for data error; number of audits,
n=7; lot size, N=100; allowable number of defects per lot, d+ = 0.
4. Suggested minimum auditing rates for data processing error;
number of audits, n=2; lot size, N=24; allowable number of defects
(i.e., Id-. | ^0.01 ppm) per lot, d=0.
Standards for Operation
5. Plot the values of d.
0.051—
on the graph below.
3(7
0.2 0.3 0.4 0.5
MEASURED OZONE CONCENTRATION (ppm)
6. If at any time during the auditing period
(a) one defect (d=l) is observed (i.e., a plotted value of •
d1. is in the defect region of the graph),
(b) two plotted points fall in the region between the 2a and
3o lines, or
(c) four d., values fall outside the acceptable region;
increase the audit rate to n=20, N=100 until the cause has been
determined and corrected.
7. If at any time two defects (d=2) are observed (i.e., two d...
values plot in the defect region in the same auditing period),
stop collecting data until the cause has been determined and
.corrected.
*
ppm 0_ is the concentration measured by the KI Method or the output of the
ozone generator.
An unsubscripted d represents the number of defects observed from n audits
of a lot size of N.
55
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Large: variations in the output between span calibrations should be. detected
as a larger than normal span drift. A continuous decay with time would be
detected as it approaches the 2o or 3o values by the auditing process.
Data Processing Errors - Data processing, starting with reducing the data
from a strip chart record through the act of recording the measured concen-
tration on the SAROAD form, is subject to many types of errors. Perhaps
the major source of error is in reading hourly averages from the strip chart
record. This is a subjective process and even the act of checking a given
hourly average does not insure its absolute correctness. The approach used
in Section II, page 31 means that one can be about 55% confident that no
more than 10% of the reported hourly averages are in error by more than
+ 0.01 ppm.
The magnitude of data processing errors can be estimated from, and
controlled by, the auditing program through the performance of periodic
checks and making corrections when large errors are detected. A procedure
for estimating the bias and standard deviation of processing errors is
given in Section IV, page 83.
Zero Drift - Zero drift is defined as the change in instrument output over
a stated period of time, usually 24 hours, of unadjusted, continuous
operation when the input concentration is zero.
Several variables contribute to zero drift. Some variables such as
variations in ambient room temperature, source voltage, and sample or
ethylene flow rate result in a zero drift that is not linear with time.
Therefore, performing a zero and span calibration does not correct for the
component of drift throughout the sampling period but rather just at the
time the calibration is performed.
Degradation of electronic components such as the photomultiplier tube may
result in a zero drift that is linear with time. Periodic zero and span
calibrations allow for correction of this component of zero drift for the
entire sampling period.
The importance of zero drift to data quality can be determined from the
results obtained from measuring control samples. If a zero and span
calibration is nearly always required in order to measure a control sample
within desired limits (see page 51 )> a zero drift check as described on
page 34 should be performed to determine the characteristics and major
causes of the drift. For a drift that is generally linear with time, it is
valid to perform a zero and span before measuring control samples as part
of the auditing process. However, if the drift is a function of variations
in temperature, voltage, or pressure, as can be determined by the special
checks in Section II, starting on page 34, zero and span calibrations
should not be performed before measuring control samples for auditing
purposes. In this case meeting desired performance standards may require
more frequent zero and span calibrations or more rigid control of
temperature, voltage, and pressure, as appropriate.
56
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Span Drift - Span drift is defined as the change in instrument output over
a stated time period of unadjusted, continuous operation when the input
concentration is a stated upscale value. For most chemiluminescent
analyzers one component of span drift is zero drift and is corrected or
controlled as discussed above. The component of span drift other than
zero drift can be caused by electronic defects or an apparent drift can
result from a change in the generator output. If this component of span
drift is large or shows a continuous increase with time, the manufacturer's
manual should be followed for troubleshooting and correction of the defect.
The importance or magnitude of span drift can be determined from the zero
and span calibrations after each sampling period.
Excessive Noise - Noise is defined as spontaneous deviations from a mean
output not caused by input concentration changes. Excessive noise may
result when an analyzer is exposed to mechanical vibrations. Other sources
of noise include a high gain setting on the recorder, accumulation of dirt
on the detector cell walls and window, loose dirt in the detector cell,
and the inherent noise of the detector photomultiplier and associated
electronics. The latter source of noise can be minimized by electronically
damping the photomultiplier output signal.
Excessive noise is evidenced by either an extra broad strip chart trace or
a narrow but erratic trace. The manufacturer's manual should be followed
for troubleshooting and correcting the cause.
Flow Rate - Analyzer response is sensitive in varying degrees to ethylene
flow and to sample air flow (Refs. 4 and 5). At an ethylene flow rate of
30 raft/rain analyzer response showed a maximum at a sample air flow rate of
approximately 1 H/min. Response decreases for sample air flow-rate
variations above or below this value (Ref. 4). The ethylene flow rate is
not critical for a sample air flow rate of 1 i/min showing only a 30
percent change in output current for a factor of three change in ethylene
flow rate.
Calibration results are affected by variations in the air flow rate through
the generator. Use of a flow controller as recommended in the reference
method minimizes the effect of this source of error.
Flow-rate variations should be detected by the operational checks performed
before and after each sampling period, by the results of zero and span
calibrations performed before and after each sampling period, or by the
audit checks performed 7 times every 100 sampling periods.
How to Monitor Important Variables
System noise, zero drift, span drift, and flow rates are monitored as part
of the routine operating procedures. Implementing an auditing program
effectively monitors long-term variations in generator output, and data
processing errors. Variations in ambient room temperature and/or source
voltage can be monitored with a minimum-maximum thermometer and an a.c.
voltmeter, respectively. Table 4 summarizes the variables and how they can
be monitored.
57
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Table 4. METHODS OF MONITORING VARIABLES
Variable
Method of monitoring
1. Ozone generator output
.2. Flow rate
3. Data processing errors
4. Zero drift
5. Span drift
6. System noise
7. Temperature variation
8. Voltage variation
Measurement of control samples as part
of the auditing program, and measurement
of span drift before and after each
sampling period.
Routine operational checks of ethylene
flow and sample air flow before and
after each sampling period.
Data processing checks performed as a
part of the auditing program.
Zero check and adjustment before each
sampling period as part of routine
operating procedure.
Span check and adjustment before each
sampling period as part of routine
operating procedure.
Check of strip chart record trace for
signs of noise after each sampling
period as part of routine operating
procedure.
Minimum-maximum thermometer placed
near the analyzer, or any other
temperature-indicating device, read
periodically throughout the sampling
period. This would usually be done
as a special check.
A.C. voltmeter measuring the voltage
to the analyzer and read periodically
throughout the sampling period. "This
would usually be done as a special
check.
58
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Suggested Control Limits
Appropriate control limits for individual variables will depend on the level
of performance needed. Table 5 'gives suggested performance standards for
measuring control samples. The standards are given in terms of a mean
(bias) and standard deviation.
Standards given for the measurement of control samples were taken from the
results of a collaborative test (Ref. 2). The standard deviation, o., is a
function of the 0. concentration and should be reevaluated for different
levels as the necessary data become available. The value used here may be
too restricted for normal field operations.
In the table, error in measuring control samples has been divided into four
components. They are: 1) error in generator output, 2) zero drift,
3) span drift, and 4) noise. The values given for the various error
components were arrived at in the following way. Short-term tests of the
ozone generator of thirty minutes duration showed variation of about or
less than 1 percent (at the lo level) for two levels of output (Ref. 3).
Also, long-term drifts will be detected by a trend in the span calibration
data for drifts as large as 6 or 7 percent of the original value. Therefore,
it is felt that with proper monitoring and auditing, variations in the
generator output can be detected and maintained at a level of j^ 2 percent
(lo) of the average value.
The nonlinear component of zero drift which can result from variations in
temperature, pressure, or voltage is not totally corrected for by zero and
span calibrations. If the zero drift is randomly positive and negative
from sampling period to sampling period, the drift probably has a large
nonlinear component. From previous experience with chemiluminescent
analyzers, a +_ 0.01 ppm nonlinear zero drift over a 24-hour sampling period
is believed to be a reasonable upper limit.
The effect of span drift, that component other than zero drift, is a
function of the 0, concentration level being measured. This component of
drift is normally small and is usually measured at about 80 percent of full
scale. The effect, then, in this case would be the ratio of the 0~ concen-
tration being measured and 0.4 ppm (80 percent of scale for a range of 0 to
0.5 ppm) times the span drift in ppm. It is estimated that this component
of drift very seldom introduces an error larger than + 0.01 ppm and on the
average accounts for less than + 0.001 ppm error in the measured value.
System noise can originate in the analyzer or recorder. Specifications on
most analyzers quote a maximum noise level of 4^ 1 percent of full scale or
+ 0.005 ppm for a 0 to 0.5 ppm scale. With proper maintenance the combined
noise levels of analyzer and recorder should seldom exceed an equivalent
concentration of +_ 0.01 ppm.
59
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Table 5. SUGGESTED CONTROL LIMITS FOR PARAMETERS AND/OR VARIABLES
Parameter /Variable
Measurement of control samples
(1) Generator output concen-
tration error
(2) Zero drift (non-linear
component)
Temperature variations
Voltage variations
Flow-rate variations
(3) Span drift (other than
zero drift)
(4) Noise
Total:
o = Jo2 + of + a 2 + a2,
1 1 a b c d
Suggested Performance Standard
Mean
3^=0
d =0
a
db=o
d =0
c
dd=o
di-o
Standard Deviation
(ppm)
a =(0.0033+0. 025*ppm 0 )
J 0^=0.0058
a =0.02 ppm 0,
a j
= 0.002
ob=0.0033
a =0.0033
c
a, =0.0033
a
a^=.0061
Upper Limit
(3a)
0.0175
+ 0.006
+ 0.01
+ 0.01
+ 0.01
+ 0.0183
ppm 0_ = true concentration
(. J
all calculated values are for a true ozone concentration of 0.1 ppm
-------
Combining the means and standard deviations of component errors as
d=d + d, + d + d , ,
1 a b c d '
and
2222
a + of + a + ei
abed
shows that at this level of control the suggested performance standard for
measuring control samples is satisfied as is evidenced in Table 5 by
dl * dl
and
PROCEDURES FOR IMPROVING DATA QUALITY
Quality control procedures designed to control or adjust data quality may
involve a change in equipment or in operating procedures. Table 6 lists
some possible procedures for improving data quality. The applicability or
necessity of a procedure for a given monitoring situation will have to be
determined from results of the auditing process or special checks as
performed to identify the important variables. The expected results are
given for each procedure in qualitative terms. If quantitative data are
available or reasonably good estimates can be made of the expected change
in data quality resulting from implementation of each procedure, a graph
similar to that in Figure 23, page 88 of the Management Manual can be
constructed. The values used in Table 14, page 89, and Figure 23 are
assumed and were not derived from actual data.
Equipment and personnel costs are estimated for each procedure. Personnel
costs were taken as 5 dollars per hour for operator time and 10 dollars per
hour for supervisor time. Equipment costs were prorated over 5 years for
continuous monitoring, i.e., sampling 365 days a year. All costs are for
a lot size of 100, that is, 100 days of sampling.
A procedure for selecting the appropriate quality control procedure to
insure a desired level of data quality is given below:
(1) Specify the desired performance standard, that is,
specify the limits within which you want the deviation
between the measured and the true concentration to fall
a desired percentage of the time. For example, to
measure the true ppm 0 to within + (0.007+0.05*ppm 0.)
61
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Table 6. QUALITY CONTROL PROCEDURES OR ACTIONS
Procedure
AO Reference method
Al Construct an
average calibration
curve
A2 Use electrical time
constant
A3 Shelter temperature
control unit
AA Voltage control
Description of Action
Reference method with procedures
given in the Operations Manual
performed routinely.
Replicate the analyzer calibra-
tion 5 times over a period of
1 or 2 weeks and use the average
of the replicates.
Electrically integrate peak
concentrations of less than
15-45 seconds duration.
Install a heating/cooling
system capable of maintaining
ambient room temperature to
within + 3°C (5°F) of a pre-
set value.
Install a constant voltage
regulator capable of main-
taining line voltage to
within + 1% of a preset value
for the ozone generator.
Expected Results
Reported data will
exhibit a standard
deviation of
approximately ^
(0. 0033+0. 025xppm OJ
Reduce the impre-
cision contributable
to the KI Method.
Reduce the data
reduction error by
eliminating sharp
spikes from the strip
chart trace.
Reduces variation in
ozone generator
output .
Reduce variation in
ozone generator
output .
Costs (Dollars)
Equip
0
0
0
55
15
Personnel
0
150
0
20
0
Total
0
150
0
75
15
ppm 0, = true ozone concentration
-------
95 percent of the time, the following performance
standards must be satisfied:
2oT| <_ (0.007 + 0.05 x ppm o ).
(2) Determine the system's present performance level from
the auditing process, as described in Section IV, Data
Quality Assessment, of the Management Manual by setting
and
°T
If the relationship of (1) above is satisfied, no
control procedures are required.
(3) If the desired performance standard is not specified,
identify the major error components.
(4) Select the quality control procedure(s) which will
give the desired improvement in data quality at the
lowest cost. Figure 23 on page 88 of the Management
Manual illustrates a method for accomplishing this.
The relative position of actions on the graph in Figure 23 will differ for
different monitoring networks according to type of equipment being used,
available personnel, and local costs. Therefore, each network would need
to develop its own graph to aid in selecting the control procedure
providing the desired data quality at the lowest cost.
PROCEDURES FOR CHANGING THE AUDITING LEVEL TO GIVE THE DESIRED LEVEL OF
CONFIDENCE IN THE REPORTED DATA
The auditing process does not in itself change the quality of the reported
data. It does provide a means of assessing the data quality. An increased
auditing level increases the confidence in the assessment. It also
increases the overall cost of data collection.
Various auditing schemes and levels are discussed in Section IV, Auditing
Schemes. Numerous parameters must be known or assumed in order to arrive
at an optimum auditing level. Therefore, only two decision rules
-------
For conditions as assumed in Section IV, page 76 of the Management Manual,
a study of Figure 21, page 81, gives the following results. These conditions
may or may not apply to your operation. They are included here to call
attention to a methodology. Local costs must be used for conditions to
apply to your operation.
Decision Rule - Accept the Lot as Good If No Defects Are Found (i.e., d=0)
Most Cost Effective Auditing Level - In Figure 21, page 81, the two solid
lines are applicable to this decision rule, i.e., d=0. The cost curve has a
minimum at n=7 or an auditing level of 7 checks out of 100 sampling periods.
From the probability curve it is seen that at this auditing level there is
a probability of 0.47 of accepting a lot as good when the lot (for N=100)
actually has 10 defects with an associated average cost of 234 dollars per
lot.
Auditing Level for Low Probability of Accepting Bad Data - Increasing the
auditing level to n=20, using the same curves in Figure 21 as in above,
shows a probability of 0.09 of accepting a lot as good when the lot actually
has 10 defects. The average cost associated with this level of auditing
is approximately 430 dollars per lot.
Decision Rule - Accept the Lot as Good If No More than One (1) Defect is
Found (i.e., d <. 1) .
Most Cost Effective Auditing Level - From the two dashed curves in
Figure 21 it can be seen that the cost curve has a minimum at n=15. At
this level of auditing there is a probability of 0.51 of accepting a lot
of data as good when it has 10 defects. The average cost per lot is
approximately 340 dollars.
Auditing Level for Low Probability of Accepting Bad Data - For an auditing
level of n=20 the probability of accepting a lot with 10 percent defects
is about 0.36 as read from the d _< 1 probability curve. The average cost
per lot is approximately 375 dollars.
It must be realized that the shape of a cost curve is determined by the
assumed costs of performing the audit and of reporting bad data. These
costs must be determined for individual monitoring situations in order to
select optimum auditing levels.
MONITORING STRATEGIES AND COST
Selecting the optimum monitoring strategy in terms of cost and data quality
requires a knowledge of the present data quality, major error components,
cost of implementing available control procedures, and potential increase
in system precision and accuracy.
64
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A methodology for comparing strategies to obtain the desired precision of
the data is illustrated in Section IV, page 86. Table 6, page 62, lists
control procedures with estimated costs of implementation and expected
results in terms of which error component(s) are affected by the control.
Three system configurations identified as best strategies in Figure 23,
page 88, of the Management Manual are summarized here. All calculations
were made for a true ozone concentration of 0.1 ppm. The relationship of
the monitoring strategies will remain the same for all concentration
levels. However, the variance in the data is a function of concentration
and should be computed for the concentration range of interest.
Reference Method
Description of Method - This refers to a sampling system as illustrated in
Figure 2, page 6, of the Operations Manual. Routine operating procedures
as given in the Operations Manual are to be followed with special checks
performed to identify problem areas when performance standards are not
being met. An auditing level of n=7 out of a lot size of N=100 is
recommended for this strategy. This strategy is identified as AO in
Table 14 and Figure 23 in the Management Manual.
Costs - Taken as reference or zero cost.
Data Quality - Combining the assumptions made concerning the measurement
of control samples and data processing errors, the data quality as read
from the graph in Figure 23 shows a standard deviation of 0.0066 ppm.
This means that a true ozone concentration of 0.1 ppm would be measured
within the limits of 0.0802 ppm and 0.1198 ppm approximately 99.7 percent
of the time. To express it another way, one could say that true concen-
trations close to 0.1 ppm would be measured within + 20 percent of the
true value approximately'99.7 percent of the time.
Reference Method Plus Actions Al and A2 (A1+A2)
Description of Method - Identical with the above method except an average
calibration curve is constructed from 5 replicates of the calibration
curve and a 15 second time constant is used on the photomultiplier output
signal to integrate out spikes of less than 15 seconds duration. This
reduces the chance of large data reduction errors which can be a highly
subjective process in the measurement method.
Costs - Estimated average cost per lot in excess of the costs of the
reference method above is 150 dollars.
Data Quality - From Table 14 and Figure 23 the data quality would be
described by a standard deviation of 0.0051 ppm. This means that concen-
trations near 0.1 ppm will be measured within about + 15 percent of the
true value 99.7 percent of the time.
65
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Reference Method Plus Actions Al, A2, A3, and A4 (A6)
Description of Method - Identical to the immediate above method with the
addition of operating the analyzer in a shelter where the temperature is
controlled to within jf 3°C of a set value and utilizing a constant voltage
regulator in the power line to the analyzer.
Costs - From Figure 23 it is seen that the average cost per lot of data in
excess of the C9st of the .reference method is about 240 dollars.
Data Quality - The combination of all the actions as shown in Figure 23
has a standard deviation of about O.OOAO ppm (for a true concentration of
0.1 ppm). This means that ozone concentrations near 0.1 ppm will be
measured within + 12 percent of the true value approximately 99.7 percent
of the time.
For these assumed values and conditions the data quality as measured by •
the standard deviation has improved by 40 percent (i.e., the standard
deviation has decreased, by 40 percent) in going from Action AO to Action A6
at an average additional cost of 240 dollars per lot of 100 samples.
66
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MANAGEMENT MANUAL
GENERAL
The objectives of a data quality assurance program for the Chemilumines-
cent Method of measuring the concentration of ozone (ppm 0_) in the
ambient air were given in Section I. In this part of the document,
procedures will be given to assist the manager in making decisions
pertaining to data quality based on the checking and auditing procedures
described in Sections II and III. These procedures can be employed to:
(1) determine the extent of independent auditing to be
performed,
(2) detect when the data quality is inadequate,
(3) assess overall data quality,
(4) relate costs of data quality assurance procedures
to a measure of data quality, and to
(5) select from the options available to the manager
the alternative(s) which will enable him to meet
the data quality goals by the most cost-effective
means.
The determination of the extent of auditing is considered in the section
entitled AUDITING SCHEMES. Objectives 2 and 3 are discussed in the
section entitled DATA QUALITY ASSESSMENT, page 82. Finally, Objectives
4 and 5 above are described in the section entitled DATA QUALITY VS COST
OF IMPLEMENTING ACTIONS, page 86. The cost data are assumed and a
methodology provided. When better cost data become available, improve-
ments can be made in the management decisions.
If the current reference system is providing data quality consistent with
that required by the user, there will be no need to alter the physical
system or to increase the auditing level. In fact several detailed
procedures could be bypassed if continuing satisfactory data quality is
implied by the audit. However, if the data quality is not adequate, e.g.,
either a large bias and/or imprecision exists in the reported data, then
(1) increased auditing should be employed, (2) the assignable cause
determined, and (3) the system deficiency corrected. The correction can
take the form of a change in the operating procedure, e.g., use an
average of five calibrations with the KI method to construct an average
calibration curve; or it may be a change in equipment such as the instal-
lation of an improved temperature control system. An increase in the
auditing level will increase the confidence in the reported measure of
precision/bias and aid in identifying the assignable cause(s) of the
large deviations. The level of auditing will be considered in the
following subsection.
67
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The audit procedure and the reported results can serve a two fold
purpose. They can be used to (1) screen the data, by lots of say N = 50
or 100, to detect when the data quality may be inadequate, and (2)
calculate the bias and precision of the audited measurement and hence
estimate the bias/precision of the final reported concentration of ozone
in the ambient air. In order to perform (1), suggested standards are
provided for use in comparing the audited results with the reported
values and a defect is defined in terms of the standards. This approach
requires only the reporting of the number of defects in the n auditing
checks. In the second method above, it is required to report the
measures of bias/precision in the audits. These values are then used
in assessing the overall data quality. Approach (1) is suggested as a
beginning step even though it will not make maximum use of the data
collected in the auditing program. The simplicity of the approach and the
explicit definition of a defect will aid in its implementation. After
experience has been gained in using the auditing scheme and in reporting
and calculating the results, it is recommended that approach (2) be
implemented.
It is important that the audit procedure be independent of previously
reported results and be a true check of the system under normal operating
procedures. Independence can be achieved, for example, by providing a
control sample of unknown concentration (i.e., randomly setting the
generator sleeve position) to the operator and requesting that he measure
and report the concentration of the sample. To insure that the check is
made under normal operating procedures, it is required that the audit be
performed without any special check of the system prior to the audit
other than that usually performed during each sampling period.
AUDITING SCHEMES
Auditing a measurement process costs time and money. On the other hand,
reporting poor quality data can also be very costly. For example, the
reported data might be used to determine a relationship between health
damage and concentrations of certain pollutants. If poor quality data
are reported, it is possible that invalid inferences or standards derived
from the data will cost many dollars. These implications may be unknown
to the manager until some report is provided to him referencing his data;
hence the importance of reporting the precision and bias with the data.
Considering the cost of reporting poor quality data, it is desirable
to perform the necessary audits to assess the data quality and to invali-
date unsatisfactory data with high probability. On the other hand, if
the data quality is satisfactory, an auditing scheme will only increase
the data measurement and processing cost. An appropriate tradeoff or
balance of these costs must be sought. These costs are discussed under
Cost Relationships.
Now consider the implication of an auditing scheme to determine or judge
the quality of the reported data in terms of an acceptance sampling
scheme. Let the data be assembled into homogeneous lots of N = 50 or
100 sampling periods. Suppose that n periods are sampled in the
68
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manner suggested in Section III. That is, the N = 50 or 100 sampling
periods are subdivided into equal time intervals (as nearly equal as
possible); then one day is selected at random during each interval.
Figure 18 gives a diagram of the data flow, sampling, and decision making
process for an auditing level of n = 7.
Statistics of Various Auditing Schemes
Suppose that the lot size is N = 100 periods (days), that n = 7 periods
are selected at random, and that there are 5% defectives in the 100, or
5 defectives. The probability that the sample of 7 contains 0, 1, ..., 5
defectives is given by the following.
fr, A c ** \
p(0 defectives)
/100\
and for d defectives /5\ / /5 \
p(d defectives) = >JQQ\— , d £ 5 .
- V7J
The values are tabulated' below for d = 0, 1, ..., 6 and for the two
data quality levels.
Table 7. P(d defectives)
d
0
1
2
3
5
6
Data
D=5% Defectives
0.6903
0.2715
0.0362
0.0020
0.00004
= 0
Quality
D=15% Defectives
0.3083
0.4098
0.2152
0.0576
0.0084
ss 0
Figure 19A gives the probabilities of d = 0 and d <_ 1 defectives as a
function of sample size. The probability is given for lot size N = 100,
D = 5 and 15% defectives, for sample sizes (auditing levels) from 1 to
25. For example, if n = 10 measurements are audited and D = 5% defectives,
(2) (?)
/ 5! \ / 95! \
\Ql5l) W!88!/ 95-94---S9
/100\ ~ / 100! \ 100-99-"94
\ 7 ) \7!93!/
69
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Data Flow
Lot 1
N = 100
Days
Lot 2
- 1UU
Days
Sample
n = 7
Periods (days)
Observe
d =.0 defects
Observe
= 1 defect
Calculate Costs of
Accepting and
Rejecting the Lot
Accept Data If
1. Cost 'Comparison
Favors This Action
2. Data Quality Is
Acceptable
Reject Data
Otherwise
Figure 18: Data Flow Diagram for Auditing Scheme
70
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d s 1, D - 5X
10 15
Sample Size (n)
20
d - 0, D - 5%
d S 1, D - 15X
d - 0, D - 15%
25
Figure 19A: Probability of d Defectives in the Sample If
the Lot (N » 100) Contains D% Defectives
71
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I
C/3
01
01
-------
the probability of d = 0 defectives is 0.58. Figure 19B gives the
probabilities for lot size N = 50, for D = 6, 10, and 20% defectives,
and for d = 0 and d <_ 1. These curves will be used in calculating the
cost relationships.
Selecting the Auditing Level
One consideration in determining an auditing level n used in assessing
the data quality is to calculate the value of n which for a prescribed
level of confidence will imply that the percent of defectives in the
lot is less than 10 percent, say, if zero defectives are observed in
the sample.* Figures 20A and 20B give the percentage of good measure-
ments in the lot sampled for several levels of confidence, 50, 60, 80,
90, and 95%. The curves in 20A assume that 0 defectives are observed
in the sample, and those in 20B that 1 defective is observed in the sample.
The solid curves on the figures are based on a lot size of N = 100; two
dashed curves are shown in Figure 20A for N = 50; the differences between
the corresponding curves are small for the range of sample sizes
considered.
For example, for zero defectives in a sample of 7 from a lot of N = 100,
one is 50% confident that there are less than 10% defective mesaurements
among the 100 reported values. For zero defectives in a sample of 15
from N = 100, one is 90% confident that there are less than 10% defec-
tive measurements. Several such values were obtained from Figure 20A
and placed in Table 8 below for convenient reference.
Table 8. REQUIRED AUDITING LEVELS n FOR LOT
SIZE N = 100 ASSUMING ZERO DEFECTIVES
Confidence Level D = 10% 15% 20%
50%
60%
80%
90%
95%
7
9
15
20
K 25
<5
6
10
15
18
<5
<5
8
11
13
Obviously, the definition of defective need not always be the same and
must be clearly stated each time. The definitions employed herein are
based on results of collaborative test programs.
73
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100
80
00
4J
S
g 60
0)
"g AO
a
-------
100
80
3 60
to
•o
o
S
u-i
o 40
8
u
20
50%
60%
1 80%
90%
I 1 I I
95%
10 15
Sample Size (n)
20
25
Figure 20B: Percentage of Good Measurements Vs. Sample Size
for 1 Defective Observed and Indicated Confidence Level
Lot Size = 100
75
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Cost Relationships
The auditing scheme can be translated into costs using the costs of
auditing, rejecting good data, and accepting poor quality data. These
costs may be very different in different geographic locations. There-
fore, purely for purposes of illustrating a method, the cost of auditing
is assumed to be directly proportional to the, auditing level. For n = 7
it is assumed to be $155 per lot of 100. The cost of rejecting good
quality data is assumed to be $600 for a lot of N = 100. The cost of
reporting poor quality data is taken to be $800. To repeat, these costs
given in Table 9 are assumed for the purpose of illustrating a methodology
of relating auditing costs to data quality. Meaningful results can only
be obtained by using correct local information.
Table 9. COSTS VS. DATA QUALITY
Data Quality
Reject Lot of
Data
"Good"
"Bad"
D £ 10%
Incorrect Decision
Lose cost of performing
audit plus cost of reject-
ing good quality data.
(-$600 - $155)
D > 10%
Correct Decision
Lose cost of performing
audit, save cost of not
permitting poor quality
data to be reported.
($400 - $155)
Accept Lot of
Data
Correct Decision
Lose cost of performing
audit.
(-$155)
Incorrect Decision
Lose cost of performing
audit plus cost of de-
claring poor quality
data valid.
(-$800 - $155)
Suppose that 50 percent of the lots have more than 10 percent defectives
and 50 percent have less than 10 percent defectives. (The percentage of
defective lots can be varied as will be described in the final report
under the contract.) For simplicity of calculation, it is further assumed
that the good lots have exactly 5 percent defectives and the poor quality
lots have 15 percent defectives.
Cost of performing audit varies with the sample size; it is assumed to
be $155 for n = 7 audits per N « 100 lot size.
76
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Suppose that n = 7 measurements out of a lot of N = 100 have been audited
and none found to be defective. Furthermore, consider the two possible
decisions of rejecting the lot and accepting the lot and the relative
costs of each. These results are given in Tables 10A and 10B.
Table 10A. COSTS IF 0 DEFECTIVES ARE OBSERVED AND THE LOT IS REJECTED
Reject Lot
D - 5%
D = 15%
Correct
Decision
P2 = 0.31
C2 = 400 - 155
Incorrect
Decision
Px = 0.69
GI = -600 - 155
Net Value ($)
p^ - -$521
P2C2 = $76
Cost = p1C1 + p2C2»-$445
Table 10B. COSTS IF 0 DEFECTIVES ARE OBSERVED AND THE LOT IS ACCEPTED
Accept Lot
D = 5%
D = 15%
Correct
Decision
Pl » 0.69
C3 = -155
Incorrect
Decision
P2 = 0.31
C4 = -800 - 155
Net Value ($)
PlC3 = -$107
P2C4 = -$296
Cost
-$403
The value P,(P2) in the above table is the probability that the lot is
5% (15%) detective given that 0 defectives have been observed. For
example,
77
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/probability that the lot is 5% defective"}
'_ \ and 0 defectives are observed /
Pl ~ /lot is 5% defective andV~~/lot is 15% defective and\
\ 0 defectives observed / \ 0 defectives observed /
0.5(0.69)
0.5(0.69) + 0.5(0.31)
/probability that the lot is 15% defective)
_ • \ and .0 defectives are observed /
P2 ~ /lot. is 5% defective and\~/lot is 15% defective and\
\ 0 defectives observed / \ 0 defectives observed /
0-5(0.31) = 0.31 .
0.5(0.31) + 0.5(0.69)
It was" assumed that the probability that the lot is 5% defective is 0.5.
The probability of observing zero defectives, given the lot quality is
5% or 15%, can be read from the graph of Figure 19A.
A similar table can be constructed for 1, 2, ..., defectives and the net
costs determined. The net costs are tabulated in Table 11 for 1, 2, and
3 defectives. The resulting costs indicate that the decision preferred
from a purely monetary viewpoint is to accept the lot if 0 defectives are
observed and to reject it otherwise. The decision cannot be made on this
basis alone. The details of the audit scheme also affect the confidence'
which can.be placed in the data qualification; consideration must be
given to that aspect as well as to cost.
Table 11. COSTS IN DOLLARS
Reject Lot
Accept Lot
0
-445
-403
d = number
1
-155
-635
of defectives
2
+101
-839
3
+207
-928
Cost Versus Audit Level
After, the decision criteria have been selected, an average cost can be
calculated. Based on the results of Table 11, the decision criterion
is to accept the lot if d = 0 defectives are observed and to reject the
lot if d = 1 or more defectives are observed. All the assumptions of the
previous section are retained. The auditing level is later varied to obtain
the data in Figure 21.
78
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One example calculation is given below and summarized in Table 12. The
four cells of Table 12 consider all the possible situations which can
occur, i.e., the lots may be bad or good and the decision can be to
either accept or reject the lot based on the rule indicated by Table 11.
The costs are exactly as indicated in Tables 10A and 10B. The probabili-
ties are computed as follows.
(prob. that the lot is 5% defective and 1 or more
defects are obtained in the sample)
(prob. that the lot is 5% defective)(prob. 1 or
more defectives are obtained in the sample given
the lot is 5% defective)
0.5 (0.31)
0.155
Similarly q2> q_, and q, in Table 12 are obtained as indicated below.
q2
«3
= 0.5 (0.69)
= 0.5 (0.69)
= 0.5 (0.31)
= 0.345
= 0.345
= 0.155
The sum of all the q's must be unity as all possibilities are considered.
The value of 0.5 in each equation is the assumed proportion of good lots
(or poor quality lots). The values of 0.31 and 0.69 are the conditional
probabilities that given the quality of the lot, either d = 0 or d = 1 or
more defectives are observed in the sample. Further details of the
computation are given in the final report of this contract.
Table 12. OVERALL AVERAGE COSTS FOR ONE
ACCEPTANCE - REJECTION SCHEME
Decision
Reject any lot of
data if 1 or more
defects are found.
Accept any lot of
data if 0 defects
are found .
Good Lots
D = 5%
q-L = 0.155
Cj_ = -$755
q3 = 0.345
C3 = -$155
Bad Lots
D = 15%
q2 = 0.345
C2 = $245
q^ = 0.155
C4 = -$955
qlCl + q2C2 = "$ 32
q3C3 + q4C4 " "$2°2
Average Cost = -$234
79
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In order to interpret the concept of average cost, consider a large
number of data lots coming through the system; a decision will be made
on each lot in accordance with the above, and a resulting cost of the
decision will be determined. For a given lot, the cost may be any one
of the four costs, and the proportion of lots with each cost is given
by the q's. Hence the overall average cost is given by the sum of the
product of q's by the corresponding C's.
In order to relate the average cost as given in Table 12 to
the costs given in Table 11, it is necessary to weight the costs in
Table 11 by the relative frequency of occurrence of each observed
number of defectives, i.e., prob(d). This calculation is made below.
No. of Decision Costs ($) from
Defectives Rule Table 11 Prob(d) Cost * Prob(d)
d = 0 Accept - 403 0.50 -$201.5
1 Reject - 155 0.34 . - 52.7
2 Reject 101 0.1255 12.6
3 Reject 207 0.030 6.2
4 Reject 244 0.0042 1.0
Totals 0.9997 -$234.4
Thus the value -$234 is the average cost of Table 12 and the weighted
average of the costs of Table 11. The weights, Prob(d), are obtained
as follows:
Prob(d=0) = Prob(lot is good and d=0 defectives are observed)
+ Prob(lot is poor quality and d=0 defectives are observed)
= 0.5(0.69) + 0.5(0.31) = 0.50 .
This is the proportion of all lots which will have exactly 0 defectives
under the assumptions stated. For d = 1, 2, 3, and 4, the values of the
probabilities in parentheses above can be read from Table 7.
Based on the stated assumptions, the average cost was determined for
several auditing levels as indicated in Table 12. These costs are given
in Figure 21. One observes from this figure that n = 7 is cost effective
given that one accepts it only if zero defectives are observed. (See
curve for d = 0.)
If the lots are accepted if either 0 or 1 defectives are observed, then
referring to the curve d £ 1, the best sampling level is n = 15. The
curve of probability of d = 0 (d £ 1) defectives in a sample of n from a
lot of N = 100 measurements, given that there are 10% defectives in the
lot, is also given on the same figure.
80
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J-S
o
n
Q
M-J
•H
C
HI
N
O.
n)
0
(U
14-1
0)
Q
00
C
•H
t-i
OJ
Ul
5 10 15
Audit Level (Sample Size)
n)
.o
o
M
rx,
Figure 21: Average Cost Vs. Audit Level
(Lot Size N = 100)
81
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Another alternative is to accept all data without performing an audit.
Assuming that one-half (50%) of the lots contain more than 10% defectives,
the average cost on a per lot basis would be 0.5(-$800) = -$400. This,
however, would preclude qualification of the data. Regardless of cost,
It would be an unacceptable alternative.
DATA QUALITY ASSESSMENT
In this section, approach 2 is considered; that is, the precisions and
biases of the individual measurements and operational procedures are
estimated. These results are then used to make an overall assessment of
Hie data quality.
Assessment of Individual Measurements
Assume for convenience that an auditing period consists of N = 100 days
(or sampling periods). Subdivide the auditing period into n equal or
nearly equal periods. Make one audit during each period and compute the
deviations (differences) between the audit values and the stated values
(or previously determined values as measured by the operator) as indicated
in the Supervision Manual. For example, if seven audits (n = 7) are to be
performed over 100 sampling periods (N = 100), the 100 periods can be
subdivided into 7 intervals (6 with 14 periods and 1 with 16 periods).
Select one day at random within each interval and perform the suggested
audits. The operator should not be aware of when the checks are to be
per Formed .
[n order to assess the data quality using measures of bias/precision, the
checks are to be combined for the selected auditing period, and the mean
difference or bias and the standard deviation of the differences are to
be computed as indicated below.
The formulas for average bias and the estimated standard deviations are
the standard ones given in statistical texts (e.g., see Ref. 6). The
level of sampling or auditing, n, will be considered as a parameter to
be selected by the manager to assess the quality of data as required.
(1) Control Sample
Bias = d
1
where
d . = difference in generator output and analyzer
J response in ppm (see page 51).
82
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Standard Deviation = - 8. =
where
d^ = the average bias, and
s.. =• the estimated, standard deviation of the .KI (or
chemiluminescent) method corrected for the
average bias d...
(2) Data Processing Check
n
Bias = ^d"0 = ~^ ,
' 2 n
where
d_. = deviation of the concentration of ozone as read
from the strip chart, calibration table, and
recorded by the operator and by one .performing
the audit,
Standard Deviation • s_ = v ,
/ ? n—i
Individual checks on the standard deviations of the two audits can be
made by.computing the ratio of the estimated standard deviation, s., to
the corresponding suggested performance standard, o , given in Table 13.
If this ratio exceeds values given.in Table 13 for any one of the audits,
it would indicate that the source of trouble may be assigned to that
particular aspect of the measurement process. Critical values of this
ratio are given in Figure 22 as a function of sample size and two levels
of confidence. Having assessed the general problem area, one then needs
to perform the appropriate quality control checks to determine the specific
causes of the large deviations.
The factor 2 is inserted in the denominator to account for the fact
that the variance of the difference of two measurements, each with the
same variance, is twice the variance of an individual measurement. The
assumption that the two measurements have the same variances is reasonable
on the basis of in-house studies. An analysis of these results is given
in the final report of this contract.
83
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1.60
1.10
0 5 10 15 20 25 30 35 40
Sample Size (n)
Figure 22: Critical Values of Ratio s /a± Vs. n
84
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Table 13. CRITICAL VALUES OF s.
Level of
Confidence Statistic
90% s±/a1
95% SI/OJL
Audit Level
n-5 n=10 n=15 n-20
1.40 1.29 1.23 1.20
1.54 1.37 1.30 1.26
s. =• estimated standard deviation
0. = hypothesized or suggested standard deviation.
n=25
1.18
1.23
Audit
Control Sample
Data Processing Check
Overall Standard Deviation
Suggested Performance Standard
a = (0. 0033+0. 025*ppm 0,)
02 - 0.003 ppm 03
*
a = 0.0066 ppm 0_
a is calculated for 0.10 ppm 0,.
Overall Assessment of Data Quality
The values d_, d_, s.,, and a. above measure the bias and variation
of the reported aata for the two audits. These measures can now be
combined to obtain an overall bias estimate T and standard deviation
o , as follows:
These estimates can then be used in reporting the overall bias and
precision as suggested by the following. The true concentration of ozone
should fall in the following interval where ppm 0. is the measured
concentration,
ppm 03 + T ± 2oT ,
85
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approximately 95 percent of the time, or within the interval
ppm
approximately 99.7 percent of the time. When computed from audit data,
the value 2&T (or 3$T) is actually dependent on the number of audits
conducted. If n is large, say about 25 or larger, the value 2 (or 3) is
appropriate.
In reporting the data quality, the bias, overall standard deviation, and
auditing level should be reported in an ideal situation (see the section
entitled DATA PRESENTATION for further discussion). More restricted
information following approach 1 is suggested in the Supervision Manual
as a minimal reporting procedure.
If the overall reported precisions/biases of the data meet or satisfy
the requirements of the user of the data, then a reduced auditing level
may be employed; on the other hand, if the data quality is not adequate,
assignable causes of large deviations should be determined and appropriate
action taken to correct the deficiencies. This determination may require
increased checking or auditing of the measurement process as well as the
performance of certain quality control checks, e.g., monitoring of
temperature variations over the 24-hour sampling period.
DATA QUALITY VERSUS COST OF IMPLEMENTING ACTIONS
The discussion and methodology given in a previous section were concerned
with the auditing scheme (i.e., level of audit or sample size, costs
associated with the data quality, etc.). Increasing the level of audit
of the measurement process does not by itself change the quality of the
data, but it does increase the information about the quality of the
reported data. Hence, fewer good lots will be rejected and more poor
quality data will be rejected. If the results of the audit imply that
certain process measurement variables or operational procedures are major
contributors to the total error or variation in the reported concentration
of ozone, then alternative strategies for reducing these variations need
to be investigated. This section illustrates a methodology for comparing
the strategies to obtain the desired precision of the data. In practice
it would be necessary to experiment with one or more strategies, to
determine the potential increase in precision, and to relate the
precisions to the relative costs as indicated herein. Several strategies
are considered, but only a few of the least costly ones would be acceptable,
as illustrated in Figure 23. The assumed values of the standard deviations
and biases for each type audit are not based on actual data, except for the
reference.method. In this case values were taken from Environmental
Protection Agency in-house studies. These values are probably smaller than
those experienced in the field.
86
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Several alternative actions or strategies can be taken to increase the
precision of the reported data. For example, if the temperature variations
are large, the measurement methods may vary and, cause variation in
ppm 0-. Under these conditions additional control equipment for temperature
variation can reduce the variation of the measured responses by calculated
amounts and thus reduce the error of the reported concentrations. In this
manner, the cost of the added controls can be related to the data quality as
measured by the estimated bias/precision of the reported results.
In order to determine a cost efficient procedure, it is necessary to
estimate the variance for each source of error (or variation) for each
strategy and then to select the strategy or combination of strategies
which yields the desired precision with minimum cost. These calculations
are summarized in Table 14 with assumed costs of equipment and control
procedures.
Suppose that it is desired to make a statement that the true 0- concentration
is within 0.012 of the measured concentration (for simplicity of discussion all
calculations were made at a true concentration of 0.1 ppm) with approximately 95
percent confidence. Minimal cost control equipment and checking procedures are
to be employed to attain this desired precision.
Examining the graph in Figure 23 of cost versus precision, one observes
that A2 is the least costly strategy that meets the required goal of
2oT = 0.012 or a - 0.006 ppm 0- in the reported concentration. Similarly
the combination of Al and A2 meets the requirement that 3o_ = 0.0153 or
a» = 0.0051 ppm 0,. The assumed values of the standard deviations of the
measured concentrations of ozone for the alternative courses of action are
given in Table 14. The costs for the various alternatives are given in
Table 6 of Section III and in Table 14.
Suppose that it is desired that o be less than 0.005 and that the cost
of reporting poor quality data increases rapidly for a greater than 0.005.
This assumption is illustrated by the cost curve given by the solid line
in Figure 23. For any alternative strategy, the cost of reporting poor
quality data is given by the ordinate of this curve corresponding to the
strategy.
DATA PRESENTATION
A reported value whose precision and accuracy (bias) are unknown is of
little, if any, worth. The actual error of a reported value—that is,
the magnitude and sign of its deviation from the true value—is usually
unknown. Limits to this error, however, can usually be inferred, with
some risk of being incorrect, from the precision of the measurement
process by which the reported value was obtained and from reasonable
limits to the possible bias of the measurement process. The bias, or
systematic error, of a measurement process is the magnitude and direction
of its tendency to measure something other than what was intended; its
precision refers to the closeness or dispersion of successive independent
measurements generated by repeated applications of the process under
specified conditions, and its accuracy is determined by the closeness to
the true value characteristic of such measurements.
87
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250 i-
CT (xio-4)
COST OF REPORTING
POOR QUALITY DATA
70
Figure- 23. Costs Vs. Precision for Alternative Strategies
88
-------
.Table 14. ASSUMED STANDARD DEVIATIONS FOR ALTERNATIVE STRATEGIES
1. Control d
Sample
2. Data d
Processing
°2
AO
0
0
0.003
Al
0
0.87a1
0
0.003
A2
0
0
0.001
A3
0
0
0.003
A4
0
0.930.,^
0
0.003
A1+A2
0
0.87^
0
0.001
it
A6
0
0.67^
0
0.001
= (0.0033 +0.025 * ppm
**
ppm
***
*
Bias=T ppm 0-
Added Cost
($)/100 Samples
0.0066
0
0
0.0058
0
150
0.0059
0
0
0.0061
0
75
0.0062
0
15
. . .
. . .
• • •
0.0051
0
150
0.0040
0
240
***
A6
* 2
°T
Bias
= Al + A2 + A3 + A4
22 I 2
= a + o2 ' 0 = \a ppm 0_, the a is calculated at 0.10 ppm 0.^.
= T «• d. + d , the biases are assumed to be zero for all strategies.
89
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Precision and accuracy are inherent characteristics of the measurement
process employed and not of the particular end result obtained. From
experience with a particular measurement process and knowledge of its
sensitivity to uncontrolled factors, one can often place reasonable
bounds on its likely systematic error (bias). This has been done in the
model for the measured concentration as indicated in Table 14. It is
also necessary to know how well the particular value in hand is likely
to agree with other values that the same measurement process might have
provided in this instance or might yield on measurements of the same
magnitude on another occasion. Such information is provided by the
estimated standard deviation of the reported value, which measures (or
is an index of) the characteristic disagreement of repeated determinations
of the same quantity by the same method and thus serves to indicate the
precision (strictly, the imprecision) of the reported value.
A reported result should be qualified by a quasi-absolute type of statement
that places bounds on its systematic error and a separate statement of its
standard deviation, or of an upper bound thereto, whenever a reliable
determination of such value is available. Otherwise, a computed value of
the standard deviation should be given together with a statement of the
number of degrees of freedom on which it is based.
As an example, consider strategy AO in Table 14. Here, the assumed standard
deviation and bias for true ozone concentration of 0.10 ppm 0_ are OT = 0.0066
and T = 0, respectively. The results would be reported as the measured
concentration, ppm 0-, plus the bias and with the following 2a limits, along
with the audit level and lot size N; e.g.,
ppm 0_ + 0.0066, n = 7, N
100
For concentration other than 0.10 ppm, the overall standard deviation is
obtained by
_,_ 2
+ a2
where a. is given in Table 14, computed at the desired concentration.
PERSONNEL REQUIREMENTS
Personnel requirements as described here are in terms of the chemilumines-
cent method only. It is realized that these requirements may be only a
minor factor in the overall requirements from a systems point of view where
several measurement methods are of concern simultaneously.
Training and Experience
Director - The director or one of the.professional-level employees should
have a basic understanding of statistics as used in quality control. He
should be able to perform calculations, such as the mean and standard
90
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deviation, required to define data quality. The importance of and require-
ments for performing independent and random checks as part of the auditing
process must be understood. Three references which treat the above-
mentioned topics are listed below:
Probability and Statistics for Engineers, Irvin Miller and
John E. Freund, published by Prentice-Hall, Inc., Englewood,
N. J., 1965.
Introductory Engineering Statistics, Irwin Guttman and
S. S. Wilks, published by John Wiley and Sons, Inc., New York,
N. Y., 1965.
The Analysis of Management Decisions, William T. Morris,
published by Richard D. Irwin, Inc., Homewood, Illinois, 1964.
Operator - There are or can be two levels of operation involved in the
cherailuminescent method.
First, an operator or technician who is involved in the .preliminary or
initial setup and checkout or is responsible for troubleshooting and
repairing the analyzer should have technical training in electronics
and/or instrumentation as obtained in a technical or service school or
several years of on-the-job experience. For a specific analyzer it
would be desirable to have the technician checked out by a manufacturer's
representative or at least to have him participate, with the representative,
in the initial installation and startup. The manufacturer's instruction
book should be available for study or reference by the technician.
Routine operations involve the use of external controls only and require
no high-level skills. A high school graduate with proper supervision
and on-the-job training can become effective at this level in a very
short time.
An effective on-the-job training program could be as follows:
(1) Observe experienced operator perform the different tasks
in the measurement process.
(2) Study the operational manual of this document and use it
as a guide for performing the operations.
(3) Perform operations under the direct supervision of an
experienced operator.
(A) Perform operations independently but with a high level
of quality control checks utilizing the technique
described in the section on Operator Proficiency
Evaluation Procedures below to encourage high quality
work.
Another alternative would be to have the operator attend an appropriate
basic training course sponsored by EPA.
91
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OPERATOR PROFICIENCY EVALUATION PROCEDURES
One technique which may be useful for early training and qualification
of operators is a system of- rating the operators as indicated below.
Various types of violations (e.g., invalid sample resulting from operator
carelessness, failure to maintain records, use of improper equipment, or
calculation error) would be assigned a number of demerits depending upon
the relative consequences of the violation. These demerits could then be
summed over a fixed period of time of one week, month, etc., and a
continuous record maintained. The mean and standard deviation of the
number of demerits per week can be determined for each operator and a
quality control chart provided for maintaining a record of proficiency
of each operator and whether any changes in this level have occurred. In
comparing operators, it is necessary to assign demerits on a per unit work
load basis in order that the inferences drawn from the chart be consistent.
It -CA not necewotf/ on dei-cAoMe ^ofi the. op&uvLon. to be owoAe o& thu,
0($ evaluation. The. AupeAv^Aon. should o6e a mean* o
whe.n and what kind ofi needed.
A sample QC chart is given in Figure 24 below. This chart assumes that
the mean and standard deviation of the number of demerits per week,
are 5 and 1, respectively. After several operators have been evaluated
for a few weeks, the limits can be checked to determine if they are both
reasonable and effective in helping to improve and/or maintain the quality
of the air quality measurement.
The limits should be based on the operators whose proficiency is average or
slightly better than average. Deviations outside the QC limits, either
above or below, should be considered in evaluating the operators. Identify-
ing those operators whose proficiency may have improved is just as important
as knowing those operators whose proficiency may have decreased.
The above procedure may be extended to an entire monitoring network (system).
With appropriate definitions of work load, a continuous record may be
maintained of demerits assigned to the system. This procedure might serve
as an incentive for teamwork, making suggestions for improved operation
procedures, etc.
12345 6 7 8 9 10 11 12 13
TIME INTERVALS (WEEKS)
Figure 24: Sample QC Chart for Evaluating Operator Proficiency
92
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REFERENCES
1. National Bureau of Standards Technical Note 585, Microchemical Analysis
Section; Summary of Activities, July 1970 to June 1971, John K. Taylor
Editor, January 1970, 77 pages.
2. Herbert C. McKee, and Ralph S. Childers, Provisional Report of
Collaborative Study of Reference Method for Measurement of Photochemical
Oxidants Corrected for Interference Due to Nitrogen Oxides and Sulfur
Dioxide, Contract CPA 70-40.
3. J. A. Hodgeson, R. K. Stevens, and B. E. Martin, A Stable Ozone Source
Applicable as a Secondary Standard for Calibration of Atmospheric
Monitors, Air Quality Instruments, Vol. 1, Instrument Society of
America, Pittsburg, 1972, pp. 149-158.
4. J. A. Hodgeson, B. E. Martin, and R. E. Baumgardner, Comparison of
Chemiluminescent Methods for Measurements of Atmospheric Ozone,
Eastern Analytical Symposium, paper number 70, New York, N. Y.,
November 1970.
5. Gary J. Warren and Gordon Babcock, Portable Ethylene Chemiluminescence
Ozone Monitor, Review of Scientific Instruments, Vol. 41, 1970,
pages 280-282.
6. John Mandel, The Statistical Analysis of Experimental Data, Interscience
Publishers, Division of John Wiley & Sons, New York, N. Y., 1964.
93
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APPENDIX
REFERENCE METHOD FOR THE MEASUREMENT
OF PHOTOCHEMICAL OXIDANTS CORRECTED FOR
INTERFERENCES DUE TO NITROGEN OXIDES
AND SULFUR DIOXIDE
Reproduced from Appendix D, "National Primary and Secondary
Ambient Air Quality Standards," F'idsJuoJL Reg-ci-te/L, Vol 36,
No. 84, Part II, Friday, April 30, 1971.
94
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RULES AND REGULATIONS
APPENDIX D—REFERENCE .METHOD rom fan
MEASUREMENT or PHOTOCH«KICAL OimiMrm
CORRECTED FOB IHTERrEBXNCia DOT TO
NITROGEN OXIDES AND SULFUB Dioxms
1. Principle and Applicability.
1.1 Ambient air and ethylene are de-
livered simultaneously to a mixing zone
where the ozone In the air reacts with tha
ethylene to emit light which Is detected by
a photomultlpller tube. The resulting photo-
current Is amplified and Is either read di-
rectly or displayed on a recorder.
1.3 The method Is applicable to the con-
tinuous measurement of ozone In ambient
air.
2. Range and Sensitivity.
2.1 The range Is 9.8 #g. O/m.' to greater
than 1960 sg. CVm.1 (0.006 p.pjn. O, to
greater than 1 p.p.m. O,).
2.2 The sensitivity la 8.8 «. Oi/m.« (0.006
p.p.m. O>).
3. Interferences.
3.1 Other oxidizing and reducing species
normally found In ambient air do not Inter-
fere.
4. Precision ant Accuracy.
4.1 The average deviation from the mean
of repeated single measurements does not ex-
ceed 5 percent of the mean of the measure-
ments.
4.3 The method Is accurate within ±7
percent.
6. Apparatus.
5.1 Detector Cett. Figure Dl Is a drawing
of a typical detector cell showing flow path*
of gaae*, the mi^niy acne, and placement of
ttoe photomultlpller tub*. Ottaer now path*
In whloh the air and (thylene streams meet
:il it wint new the photormilUplifr tulw :ire
moo Allowable.
5.2 Air Flowmetcr. A device capable of
controlling air flows between 0-1.5 1/niin.
5.3 Ethylene Floiameter. A device capable
of controlling ethylene flows between 0-50
ml./mln. At any flow In this range, the device
should be capable of maintaining constant
flow rate within -^3 ml./mln.
5.4 Air Inlet Filter. A Teflon niter
capable of removing all particles greater than
5 microns in diameter.
5.5 Photomultiplicr Tube. A high gain
low dark current (not more than 1 x 10-*
ampere) photomultiplier tube having its
maximum gain at about 430 nm. The fol-
lowing tubes are satisfactory: RCA 4507.
RCA 8575, EMI 9750. EMI 9524. and EMI
9536.
5.6 High Voltage Power Supply. Capable
of delivering up to 2,000 volts of regulated
power.
5.7 Direct Current Amplifier. Capable of.
full scale amplification of currents from 10-'*
to 10-7 ampere; an electrometer is commonly
used.
5.8 Recorder. Capable of full scale display
of voltages from the DC amplifier. These volt-
ages commonly are in the 1 millivolt to 1-volt
range.
5.9 Ozone Source and Dilution System.
The ozone source consists of a quartz tube
into which ozone-free air Is introduced and
then irradiated with a very stable low pres-
sure mercury lamp. The level of irradiation is
controlled by an adjustable aluminum sleeve
which fits around the lamp. Ozone concen-
trations are varied by adjustment of this
sleeve. At a fixed level of Irradiation, ozone Is
produced at a constant rate. By carefully
controlling the flow of air through the quartz
tube, atmospheres are generated which con-
tain constant concentrations of ozone. The
levels of ozone In the test atmospheres are
determined by the neutral buffered potas-
sium Iodide method (see section 8). This
ozone source and dilution system Is shown
schematically in Figures D2 and D3, and has
been described by Hodgesorr, Stevens, and
Martin.
5.10 Apparatus for Calibration
5.10.1 Absorber. All-glass Implngers as
shown In Figure D4 are recommended. The
Implngers may be purchased from most ma-
jor glassware suppliers. Two absorbers In
series are needed to Insure complete collec-
tion of the sample.
5.10.2 Air Pump. Capable of drawing 1
liter/minute through the absorbers. The
pump should be equipped with a needle valve
on the inlet side to regulate flow.
5.10.3 Thermometer. With an accuracy
of ±2« C.
5.10.4 Barometer. Accurate to the nearest
nun. Hg.
5.10.5 Flaiometer. Calibrated metering de-
vice for measuring flow up to 1 liter/minute
-within ±2 percent. (For measuring flow
through Lmplngera.)
5.10.8 riowmeter. For measuring airflow
past the"lamp; must be capable of measuring
flows from 2 to 15 liters/minute within ±6
percent.
5.10.7 Trap. Containing glass wool to pro-
tect needle valve.
6.10.8 Volumetric Flasks. 25, 100, 500.
1,000 ml.
8.10.9 Buret. 50 ml.
6.10.10 Pipets. 0.5, 1, 2, 3, 4, 10, 25, and
60 ml. volumetric.
5.10.11 Erlenmeyer Flasks. 300 rnL
5.10.12 Spectrophatomettr. Capable of
measuring absorbance at 362 nm. Matched
1-cm. cells should be used.
6. Reagents.
6.1 Ethylene. C. P. grade (minimum).
6.2' Cylinder Air. Dry grad*.
FEDERAL REGISTER, VOL. 36, NO. 221—THURSDAY, NOVEMBER 25, 1971
95
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RULES AND REGULATIONS
22393
e.a Activated Charcoal Trap. For filtering
cylinder air.
8.4 Purified Water. Used for «11 reagent*.
To distilled or delonlzed water In an all-glass
distillation apparatus, add • crystal of potas-
«lum permanganate and a crystal of barium
hydroxide, and redistill.
6.6 Absorbing Reagent. Dissolve 13.6 g.
potassium dlhydrogen phosphate (KTT.PO,),
14.3 g. anhydrous dlsodlum hydrogen phos-
phate (Na^PO.) or 36.8 g. dodecahydrata
salt (Na]HPO.HH,O). and 10.0 g. potassium
Iodide (KI) In purified water and dilute to
1,000 ml. The pR should be 6.8 ±0.2. The
solution Is stable for several weeks. If stored
In a glass-stoppered amber bottle In a cool,
dark place.
6.6 Standard Araenfoiw Oxide Solution
(0.05 N). Use primary standard grade arse-
nlous oxide (As,O,). Dry 1 hour at 106' O.
Immediately before using. Accurately weigh,
to the nearest 0.1 mg.. 3.4 g. anenlous oxide
' from a small glass-stoppered weighing bottle.
Dissolve in 26 ml. 1 N sodium hydroxide In a
flask or beaker on a steam bath. Add 28 ml.
1 N sulrurtc add. Oool, transfer quantita-
tively to a 1,000-ml. volumetric flask, and
dilute to volume. NOTE: Solution roust be
neutral to litmus, not alkaline.
Normality ABjOs= •
wt As.0. (g.)
40.46
6.7 Starch Indicator Solution (0.2 per-
cent) . Triturate 0.4 g. soluble starch and ap-
proximately 2 mg. mercuric Iodide (preserva-
tive) with a little water. Add the paste slowly
to 200 ml. of boiling water. Continue boiling
until the solution Is clear, allow to cool, and
transfer to a glass-stoppered bottle.
6.8 Standard Iodine Solution (0.05 N).
6.8.1 Preparation. Dissolve 6.0 g. potas-
sium Iodide (KI) and 3.2 g. resubllmed iodine
(I,) In 10 ml. purified water. When the Iodine
dissolves, transfer the solution to a 600-ml.
glass-stoppered volumetric flask. Dilate to
mark with purified water and mix thor-
oughly. Keep solution In a dark brown glass-
stoppered bottle away from light, and re-
standardize as necessary.
6.8.2 Standardization. Plpet accurately 20
ml. standard arsenlous oxide solution Into a
300-ml. Ertenmeyer flask. Acidify slightly
with 1:10 sulfurie acid, neutralize with solid
sodium bicarbonate, and add about 3 g. ei-
oeas. Titrate with the standard Iodine solu-
tion using 6 ™i starch solution as Indicator.
Batorato the solution with carbon dioxide
near the end point by adding 1 ml. of 1:10
sulfurie acid. Continue the tltratlon to the
first appearance of a blue odor which per-
sists for 80 second*.
ml. AB.O.X Normality A*O>
Normality It= -
ml.
6.9 Diluted Standard Iodine. Immediately
before use, plpet 1 ml. standard iodine solu-
tion into a 100-ml. volumetric flack anil
dilute to volume with absorMnf reagent.
7. Procedure.
7.1 Instruments can be constructed from
the components given here or may be pur-
chased. If commercial Instruments are used,
follow the specific Instructions given In the
manufacturer's manual. Calibrate the In-
strument as directed In section 8. Introduce
samples Into the system under the same con-
ditions of pressure and flow rate as are used
In calibration. By proper adjustments of zero
and span controls, direct reading of ozone
concentration Is possible.
8. Calibration.
8.1 KI Calibration Curve. Prepare a curve
of absorbance of various Iodine solutions
against calculated ozone equivalents as
follows:
8.1.1 Into a series of 26 ml. volumetric
flasks, plpet 0.6. 1. 2, 3, and 4 ml. of diluted
standard Iodine solution (6.9). Dilute each
to the mark with absorbing reagent. Mix
thoroughly, and immediately read the ab-
sorbance of each at 362 run. against unex-
posed absorbing reagent as the reference.
8.1.2 Calculate the concentration of the
solutions as total MB. Oi as follows:
Total »g.O.= (N)(96)(V,)
N=Nonnallty T, (see 6.8.2), meq./ml.
V,=Volume of diluted standard I, added,
ml. (0.6,1,2,3,4).
Plot absorbance versus total #g. O,.
8.2 instrument Calibration.
8.2.1 Generation o) Test Atmospheres. As-
semble the apparatus as shown In Figure D3.
The ozone concentration produced by the
generator can be varied by changing the po-
sition of the adjustable sleeve. For calibra-
tion of ambient air analyzers, the ozone
source should be capable of producing ozone
concentrations In the range 100 to 1,000
Pg./m.'. (0.06 to 0.6 p.p.m.) at a flow rate of
at least 6 liters per minute. At all times the
airflow through the generator must be great-
er than the total flow required by the sam-
pling systems.
8.2.2 Sampling and Analyses of Test At-
mospheres. Assemble the KI sampling train
as shown In Figure D4. Use ground-glass
connections upstream from the Unplnger.
Butt-to-butt connections with Tygon tubing
may be used. The manifold distributing tbe
test atmospheres must be sampled slmul- ,
taneously by the KI sampling train and the
Instrument to be calibrated. Check assem-
bled systems for leaks. Record the Instru-
ment response In nanoamperes at each
concentration (usually six). Establish these
concentrations by analysis, using tbe neu-
tral buffered potassium Iodide method M
follows:
8.3.3.1 Blank. With ozone lamp off. flush
ttte system for several mlnutee to remove
residual oBone. Prpet 10 ml. absorbing re-
agent mto each absorber. Draw air from the
ozone-generating system through the sam-
pling train at 0.3 to 1 liter/minute tor 10
minutec. T****»*ii1lfltflly transfer the exposed
solution to a clean 1-enx oelL Determine the
abeorbance at M2 nm. against onexposed
•beortrtng reagent M the reference. It the
system blank gives an absorbanoe, continue
flushing the o*ana generation system unUl
»M* absortoaooe Is obtained.
8.2.2.2 Test Atmospheres. With the ozone
lamp operating, equilibrate the system for
about 10 minutes. Plpet 10 ml. of absorbing
reagent Into each absorber and collect sam-
ples for 10 minutes In the concentration
range desired for calibration. Immediately
transfer the solutions from the two absorb'
ers to clean 1-cxn. cells. Determine the ab-
sorbance of each at 362 nm. against unex-
posed absorbing reagent as the reference. Add
the absorbances of the two solutions to ob-
tain total absorbance. Read total Mg O, from
the calibration curve (see 8.1). Calculate to-
tal volume of air sampled corrected to ref-
erence conditions of 26* C. and 760 mm. Hg.
as follows:
P 298
Va=Vx - X - X10-"
760 t+273
Vs = Volume of air at reference condi-
tions, m.'
V = Volume of air at sampling condi-
tions, liters.
P = Barometric pressure at sampling
conditions, *""* Hg.
t = Temperature at sampling conditions,
•C.
10-'= Conversion of liters to m.1
Calculate ozone concentration in p.p.m. as
follows:
Mg. O.
p.p.m. O*= — — X5.10X10-*
VE
8.2.3 Imtrument Calibration Curve. In-
strument response from the photomultlpller
tube Is ordinarily in current or voltage. Plot
tbe current, or voltage If appropriate,
(y-axls) for the test atmospheres against
ozone concentration as determined by the
neutral buffered potassium Iodide method,
In p.p.m. (xisjds) .
9. Calculations.
9.1 If a recorder Is used which has been
properly zeroed and spanned, ozone concen-
trations can be read directly.
9.2 If the DC amplifier Is read directly,
the reading must be converted to ozone
concentrations using the Instrument calibra-
tion curve (8.2.3) .
9.3 Conversion between p.p.m. and Mg./
m.* values for ozone can be made as follows:
p.pjn. Oi=
X B.10X 10-'
10. Bibliography.
Hodgeson, J. A., Martin, B. E., and Baum-
gardner, R. E., "Comparison of cnemlluml-
neaoent Methods for Measurement of At-
mospheric Ozone", Preprint, Eastern Ana-
lytical Symposium, New York. N.T, October,
1970.
Hodgeson, J. A., Stevens, R. K., and Martin,
B. B., "A Stable Ozone Source Applicable as
a Secondary Standard for Calibration of At-
moaptierta Monitors-, Preprint No. 71-MO.
Instrument Society of America, International
Oonferonoe and Bxblblt, Chicago, m., Octo-
ber. 197L
Nederbragt, O. W, Van der Horst. A., and
Van Duljo, J, Katun MA. 97 (1008). .
Warren, Ck. J. and Baboock, O, Rex. Sal.
ftMtr.«/,380(1970).
Mo.
ROHM UOISTEI, VOL M, NO. M«—THUMOAY, NOVEMMt JS, 1971
96
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22394
RULES AND REGULATIONS
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RULES AND REGULATIONS
22395
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FEOEUU. KOIim. VOL 36, Ma tit—THU1SDAT, NOVEMKt M. 1971
98
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BIBLIOGRAPHIC DATA
SHEET
J. Report No.
EPA-R4-73-028c
3. Recipient's Accession No.
4. Title and Subtitle
GUIDELINES FOR DEVELOPMENT OF A QUALITY ASSURANCE PROGRAM
Reference Method for Measurement of Photochemical Oxidants
5. Report Date
June 1973
6.
7. Author(s)
Franklin Smith and A. Carl Nelson, Jr.
8. Performing Organization Kept.
No.
9. Performing Organization Name and Address
Research Triangle Institute
Research Triangle Park, North Carolina 27709
10. Project/Task/Work Unit No.
11. Contract/Grant No.
EPA Durham 68-02-0598
12. Sponsoring Organization Name and Address
Environmental Protection Agency
National Environmental Research Center
Research Triangle Park, North Carolina 27711
13. Type of Report & Period
Covered Interim con-
tract report-field docv
ment
14.
15. Supplementary Notes
16. Abstracts
Guidelines for the quality control of the Federal reference method for photo-
chemical oxidants are presented. These include:
1. Good operating practices
2. Directions on how to assess data and qualify data
3. Directions on how to identify trouble and improve data quality
4. Directions to permit design of auditing activities
5. Procedures for selecting action options and relating them to costs
This document is not a research report. It is for use by operating personnel.
17. Key Words and Document Analysis. 17o. Descriptors
Quality Assurance
Quality Control
Air Pollution
Quantitative Analysis
Gas Analysis
Ozone
17b. Identifiers/Open-Ended Terms
17=. COSATI F.eld/Group
18. Availability Statement
19.. Security Class (This
Report)
UNCLASSIFIED
20. Security Class (This
Page
UNCLASSIFIED
21. No. of Pages
22. Price
FORM NTIS-33 IREV. 3-72)
USCOMM-OC M632-P72
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'INSTRUCTIONS FOR COMPLETING FORM NTIS-35 (10-70) (Bibliographic Data Sheet based on COSATI
Guidelines to Format Standards for Scientific and Technical Reports Prepared by or for the Federal Government,
PB-180 600).
1. Report Number. Each individually bound report shall carry a unique alphanumeric designation selected by the performing
organization or provided by the sponsoring organization. Use uppercase letters and Arabic numerals only. Examples
FASKB-NS-87 and FAA-RD-68-09-
2. Leave blank.
3. Recipient's Accession Number. . Reserved for use by each report recipient.
4- Title and Subtitle. Title should indicate clearly and briefly the subject coverage of the report, and be displayed promi-
nently. Set subtitle, if used, in smaller type or otherwise subordinate it to main title. When a report is prepared in more
than one volume, repeat the- primary title, add volume number and include subtitle for the specific volume.
5. Report Date. Kaeh report shall carry a date indicating at least month and year. Indicate the basis on which it was selected
(e.g., date of issue, date of approval, date of preparation.
6. Performing Organization Code. Leave blank.
7. Author(s). Give name(s) in conventional order (e.g., John K. Doe, or J.Robert Doe). List author's affiliation if it differs
from the performing organization.
8. Performing Organization Report Number. Insert if performing organization wishes to assign this number.
9- Performing Organ! ration Name and Address. Give name, street, c it y, state, and zip code. List no more than two levels of
an organisational hierarchy. Display the name of the organization exactly as it should appear in Government indexes such
as USGRDR-I.
10. Project/Task/Work Unit Number. Use i lie project, tusk and work unit numbers under which the report was prepared.
11. Controct/Gront Number. Insert contract or grant number under which report was prepared.
12* Sponsoring Agency Name and Address. Include xip code.
13- Type of Report and Period Covered. Indicate interim, final, etc., and, if applicable, dates covered.
14. Sponsoring Agency Code. Leave blank.
15. Supplementary Notes- Knter information not included elsewhere but useful, such n:-: Prepared in cooperation with . . .
Translation of ... Presented at conference of . . . To be published in ... Supersedes . . . Supplements . . .
16. Abstract. Include a brief (200 words or less) factual .summary of the most significant information contained in the report.
If the report contains a significant bibliography or literature survey, mention it here.
17. Key Words and Document Analysis, (o). Descriptors. Select from the Thesaurus of Knginccring and Scientific Terms the
proper authorised terms that identify the major concept of the research and are sufficiently specific and precise to be used
as index entries for cataloging.
(b). Identifiers and Open-Ended Terms. Use identifiers for project names, code names, equipment designators, etc. Use
open-ended terms written in descriptor form for those subjects for which no descriptor exists.
(c). COSATI Field/Group. Field and Group assignments are to be taken from the 1965 COSATI Subject Category List.
Since the majority of documents are multid isciplinary in nature, the primary Field/Group assignment(s) will be the specific
discipline, area of human endeavor, or type of physical object. The applicat ion(s) will be cross-referenced with secondary
Field/Group assignments that will follow the primary posting(s).
18. Distribution Statement. Denote releasability to the public or limitation for reasons other than security for example "Re-
lease unlimited". Cite any availability to the public, with address and price.
19 & 20. Security Classification. Do not submit classified reports to the National Technical
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1 ist, if any.
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FORM NTIS-35 (REV. 3-72) USCOMM-DC 14932-P72
*U.S. Government Printing Office: !973"746-772/*t197 Region No. **
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