Evaluation of High-Volume Air Samplers for Ambient Air Quality Monitoring in Real Atmosphere

 

Ritesh K. Singh*, D.S. Ramteke, G. H. Pandya, M. N. Wahale, S.R. Verma, Y. J. Baseshankar

Environmental Impacts and Risk Assessment Division, National Environmental Engineering Research Institute, Nehru Marg, Nagpur -440020, India.

*Corresponding Author E-mail: riteshsingh248@gmail.com

 

ABSTRACT:

Quality Assurance/Quality Control techniques have been studied in order to establish an appropriate level of quality control (QC) during ambient air quality monitoring in real atmosphere. QA/QC study of four high-volume air samplers was carried out at the roof of an ambient air quality site during the Environmental Impact Assessment study. Suspended Particulate Matter (SPM), Sulphur dioxide (SO2), Oxides of Nitrogen (NOx) was continuously monitored for 24 hours for 8 days. The average SPM, SO2 and NOx measured by an identical pair of samplers ranged between 79.98 to 82.62 µg/m3; 30.40 to 36.75 µg/m3 and 31.63 to 36.36 µg/m3. The standard deviation and coefficient of variation for SPM, SO2 and NOx were between 13.59-16.69; 8.34-10.14; 7.81-10.01 and 16.45-20.66; 22.71-33.35; 24.68-30.80 respectively. The day-to-day variation and sampler-to-sampler variation was also studied and control chart was prepared for accuracy and precision of the measurements. The QA/QC data generated in the field will be used to monitor reproducibility (precision) of the sampling methods and the accuracy of measurement. Proper quality assurance and quality control (QA/QC) procedures helps in achieving reproducible and reliable results during the ambient air quality monitoring. The reproducibility of the samplers for all the parameters is found to be satisfactory.

 

KEYWORDS: QA/QC, High Volume Samplers, Ambient Air Quality, EIA, Reproducibility, Control Charts


 

INTRODUCTION

Air pollution has become a matter of grave concern, particularly in mega-cities and urban areas, where the situation is alarming and becoming more and more severe day by day. Ambient Air Quality Monitoring (AAQM) in the vicinity of industrial development site is an indispensable part of Environmental Impact Assessment studies.

 

Quality Assurance (QA) and Quality Control (QC) comprise of the complete sequence of activities, which assures that a measurement meets defined standards of quality with a stated level of confidence. Proper QA/QC practice is necessary to ensure data integrity and guarantee the data quality required for meeting the overall objectives of monitoring effort.1 Quality Assurance (QA) in air pollution measurements requires a set of operating procedures for sample collection and analysis to produce data of known and defensible quality. In order to confirm that such procedures are working properly, a field evaluation sampling program is essential.

 

Evaluation study of high volume air samplers was carried out to sample a real atmosphere for Suspended Particulate Matter (SPM), Sulphur dioxide (SO2) and Oxides of Nitrogen (NOx).

 

It is a normal practice to have a known sample to test the methodology of the analysis during any Quality Assurance program.2 In the present study it was difficult to have an externally supplied standard dust atmosphere, which could be used for test purpose. Hence it was decided to make measurements by sampling a real atmosphere at one of the ambient air quality monitoring site. The paper reports the results of evaluation of high volume air samplers over period of time and discusses the results in terms of statistical analysis to support the QA procedures.

 

MATERIALS AND METHODS:

Experimental Set Up

The experiment is carried out at one of the ambient air quality monitoring location to maintain uniformity in measurements. A large area on the roof of a single storied building was selected and four samplers were assembled at this location so that the same atmosphere is sampled simultaneously. The site was easily accessible for calibration, starting and closing of the samplers daily. The samplers were placed on a single row with 5m spacing between them. Care was taken that no sampler was placed closer to the edge of the roof than 5m. Thus, avoiding turbulence that might exist at the edge or the corner of the building.

 

The samplers were started simultaneously and the initial flow on the manometer was recorded. The starting time of the instruments was also recorded. At the end of 24 hours, final flow rates and closing time was recorded. The filters and impingers were carefully removed and new filter and impingers were installed. Entire sampling procedure was then repeated each day for each sampler. All the filters and impingers were brought to the laboratory, conditioned for 24 hour and then analyzed.

 

Calibration

In air quality monitoring the pollutants is determined per unit volume of air as standard conditions and flow measurement plays a vital role, as it is inversely proportional to the pollutant concentration and directly proportional to the sampling time. The total volume of air sampled is calculated as:

 

Total Volume = Flow rate X Total sampling time

 

Therefore the possibility for cumulative error depends upon the variations in flow rate with time and total time of sampling.

 

In High Volume samplers, orifice is used to measure airflow rate passing through the sampler. Usually a Rota meter or manometer across the orifice is employed to measure pressure drop and this pressure drop is correlated to the volumetric flow rate. Because only a small portion of the total air sampled passes through the Rota meter/ manometer during measurement, therefore, it must be calibrated against actual airflow with the orifice calibration unit (OCU). The OCU in turn is calibrated against the positive displacement primary standard.

 

In order to calibrate the flow measuring system of a High-Volume sampler it was necessary to vary the flow rate over the working range of the sampler. This was done by using perforated plates in place of the filter to vary resistance to flow during sample collection. A U-tube water manometer was connected across the orifice in the High Volume Air sampler. The Orifice was calibrated with a top loading device using a series of perforated plates. The top loading device was kept over the stainless steel mesh of the hopper and tightly fitted with the help of gaskets. A resistance plate with minimum number of holes was first kept in the cylindrical portion of top loading device. The nozzle of this device was attached to a manometer. The pressure drop across the orifice was measured with another water manometer. When the sampler was started air was drawn through the orifice at the top of calibrator and passes through the resistance plates and subsequently through the orifice in the sampler. The difference in pressure levels was recorded by two manometers for each resistance plate tested. From the standard calibration chart of the calibrator, flow rates were calculated for different resistance plates. The results were in turn used to calculate the flow rates for orifice used in the sampler.

 

RESULTS AND DISCUSSION:

The variability in ambient air quality monitoring data will be mainly arising due to instrumental and operational error. During the monitoring of environmental parameters such as SPM, SO2 and NOx by high volume samplers in ambient air, the instrumental error comes from differences in sampler performance (Motor speed, shelter geometry, flow rate variations) and difference in filter quality. The operational error/measurement errors comes in either initial or final weighing, loss of collected sampling during handling, error in recording flow meter readings or calibration and sample analysis.

 

 


Table 1: Variation of SPM between Samplers and within Days

Day

Suspended Particulate Matter, µg/m3

Algebraic

 Difference

(  x  -   y)

∆%=200

(x-y)/x+y)

Average

 

S.D

 

Sampler-I

(X)

Sampler-II

(Y)

Sampler-III   

 

Sampler IV

1

77.45

76.55

77.10

73.09

0.9

1.17

76.05

2.01

2

82.32

77.04

83.61

81.28

5.28

6.63

81.06

2.84

3

64.95

60.29

56.59

64.39

4.66

7.44

61.55

3.91

4

101.93

105.05

102.62

106.97

-3.12

-3.01

104.14

2.31

5

78.77

73.21

76.91

74.47

5.56

7.32

75.84

2.48

6

70.39

61.74

64.17

63.85

8.65

13.09

65.04

3.73

7

82.12

85.96

80.47

79.89

-3.84

-4.57

82.11

2.74

8

103.04

100.00

104.74

101.42

3.04

2.99

102.30

2.05

Max

103.04

105.05

104.74

106.97

 

 

 

 

Min

64.95

60.29

56.59

63.85

 

 

 

 

Mean

82.62

79.98

80.78

80.67

 

 

 

 

S.D

13.59

16.26

16.69

15.89

 

 

 

 

RSD

16.45

20.34

20.66

19.70

 

 

 

 

CoR

Between sampler I and II = 0.972820

CoR

Between sampler II and III = 0.966058

 

CoR

Between sampler III and IV = 0.969242

 

 

Table 2: Variation of SO2 between Samplers and within Days

Day

SO2, µg/m3

Algebraic

 Difference

(  x  -   y)

∆%=200

(x-y)/x+y)

Average

 

SD

 

Sampler-I

(X)

Sampler-II

(Y)

Sampler-III   

 

Sampler IV

1

50.74

52.98

53.55

56.15

-2.24

-4.32

53.35

2.22

2

25.13

23.70

28.66

30.42

1.43

5.86

26.98

3.10

3

27.29

23.86

25.95

32.33

3.43

13.41

27.36

3.60

4

37.37

37.27

37.10

39.63

0.10

0.27

37.84

1.20

5

27.25

28.00

36.25

36.50

-0.75

-2.71

32.00

5.06

6

25.77

25.23

27.37

32.95

0.54

2.12

27.83

3.53

7

28.74

25.84

28.48

33.33

2.90

10.63

29.10

3.11

8

24.39

26.08

27.17

32.65

-1.69

-6.70

27.57

3.58

Max

50.74

52.98

53.55

56.15

 

 

 

 

Min

24.39

23.7

25.95

30.42

 

 

 

 

Mean

30.84

30.40

33.07

36.75

 

 

 

 

SD

9.01

10.12

9.29

8.34

 

 

 

 

RSD

29.23

33.32

28.10

22.71

 

 

 

 

CoR

Between sampler I and II      = 0.983819

CoR

Between sampler II and III    = 0.964155

 

CoR

Between sampler III and IV  = 0.974976

 

 


Variation of SPM, SO2 and NOx between Samplers

The results of investigation with identical High-Volume samplers are summarized in Tables 1-5. It is observed from Table-1 that Sampler I, II, III and IV showed average SPM concentrations of 82.62, 79.98, 80.78 and 80.67 µg/m3 for a period of 8 days. The calculated Standard Deviation for each sampler was 13.59, 16.26, 16.69 and 15.89 respectively. The RSD or Coefficient of Variation Cv varied in the range of 16.45 to 20.66 between samplers. The correlation coefficient between samplers I and II is 0.972820; between II and III is 0.966058 and between samplers III and IV is 0.9692242.

 

The variation of SO2 between samplers and within the days is presented in Table-2. The average SO2 varies between 30.40 to 36.75 µg/m3 within the days and 26.98 to 53.35 µg/m3 between samplers. The standard deviation ranged between 8.34 to 10.12 within the days and 3.10 to 5.06 between samplers. The RSD or Coefficient of Variation Cv varied in the range of 22.71 to 33.32 within the days. The correlation coefficient between samplers I and II is 0.983819; between II and III is 0.964155 and between samplers III and IV is 0.974976 (Table-2). Table-3 shows variation of NOx between samplers and within the days. The average NOx varies between 31.63 to 36.36 µg/m3 within the days and 26.31 to 53.19 µg/m3 between samplers. The standard deviation ranged between 7.81 to 10.01 within the days and 1.38 to 4.63 between samplers. The RSD or Coefficient of Variation Cv varied in the range of 24.68 to 30.80 within the days. The correlation coefficient between samplers I and II is 0.954828; between II and III is 0.977814 and between samplers III and IV is 0.944417 (Table-3).

 


 

 

 

Table 3: Variation of NOx between Samplers and within Days

Day

 NOx, µg/m3

Algebraic

 Difference

(  x  -   y)

∆%=200

(x-y)/x+y)

Average

 

SD

 

Sampler-I

(X)

Sampler-II

(Y)

Sampler-III   

 

Sampler IV

1

51.91

52.54

48.65

59.65

-0.63

-1.21

53.19

4.63

2

29.44

21.19

24.51

30.09

8.25

32.59

26.31

4.22

3

27.7

26.96

28.71

30.15

0.74

2.71

28.38

1.38

4

38.98

37.16

33

40.35

1.82

4.78

37.37

3.20

5

32.48

34.43

36.14

34.94

-1.95

-5.83

34.50

1.52

6

29.94

27.6

27.98

32.67

2.34

8.13

29.55

2.32

7

30.32

27.89

27.23

32.65

2.43

8.35

29.52

2.47

8

26.43

26.01

26.85

30.34

0.42

1.60

27.40

1.99

Max

51.91

52.54

48.65

59.65

 

 

 

 

Min

26.43

21.19

24.51

30.09

 

 

 

 

Mean

33.40

31.72

31.63

36.36

 

 

 

 

SD

8.39

9.77

7.81

10.01

 

 

 

 

RSD

25.12

30.80

24.68

27.54

 

 

 

 

CoR

Between sampler I and II    = 0.954828

CoR

Between sampler II and III  = 0.977814

 

CoR

Between sampler III and IV = 0.944417

 

 

 

Table 4: Variation of Flow Rate between Samplers and within Days

Day

Flow Rate, m3/ min

Sampler-I

Sampler-II

Sampler-III

Sampler-IV

MF

SO2

NOx

MF

SO2

NOx

MF

SO2

NOx

MF

SO2

NOx

1

1.18

0.48

0.46

1.20

0.44

0.42

1.20

0.51

0.48

1.22

0.54

0.50

2

1.15

0.51

0.48

1.22

0.51

0.54

1.19

0.50

0.50

1.20

0.52

0.46

3

1.20

0.51

0.52

1.28

0.55

0.56

1.26

0.58

0.54

1.18

0.53

0.51

4

1.21

0.46

0.48

1.25

0.44

0.42

1.19

0.52

0.50

1.23

0.54

0.47

5

1.16

0.51

0.44

1.19

0.52

0.48

1.20

0.48

0.45

1.23

0.46

0.46

6

1.22

0.54

0.48

1.25

0.52

0.45

1.23

0.55

0.46

1.19

0.52

0.49

7

1.20

0.48

0.44

1.17

0.46

0.42

1.25

0.46

0.45

1.22

0.49

0.44

8

1.22

0.55

0.46

1.25

0.52

0.49

1.22

0.56

0.50

1.26

0.54

0.51

Max

1.22

0.55

0.52

1.28

0.55

0.56

1.26

0.58

0.54

1.26

0.54

0.51

Min

1.15

0.46

0.44

1.17

0.44

0.42

1.19

0.46

0.45

1.18

0.46

0.44

Avg

1.19

0.51

0.47

1.23

0.50

0.47

1.22

0.52

0.49

1.22

0.52

0.48

SD

0.03

0.03

0.03

0.04

0.04

0.06

0.03

0.04

0.03

0.03

0.03

0.03

RSD

2.23

6.08

5.57

3.05

8.50

11.69

2.23

7.90

6.43

2.10

5.54

5.46

CoR

Between sampler I and II = 0.995406

CoR

Between sampler II and III = 0.993679

CoR

Between sampler III and IV = 0.995457

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Day

Average

SD

MF

SO2

NOx

MF

SO2

NOx

1

1.20

0.49

0.47

0.02

0.04

0.03

2

1.19

0.51

0.50

0.03

0.03

0.03

3

1.23

0.54

0.53

0.05

0.03

0.02

4

1.22

0.49

0.47

0.03

0.05

0.03

5

1.20

0.49

0.46

0.03

0.03

0.02

6

1.22

0.53

0.47

0.03

0.02

0.02

7

1.21

0.47

0.44

0.03

0.02

0.01

8

1.24

0.54

0.49

0.02

0.02

0.02

 

 

 

 

 

 

 

 

 

 

 

 

 

Table 5: Variation of Dust Weight between Samplers and within Days

Day

Dust Weight, gm

Mean

 

SD

Sampler-I

Sampler-II

Sampler-III

Sampler-IV

1

0.0658

0.0666

0.0668

0.0642

0.0659

0.00118

2

0.1295

0.1314

0.1369

0.1346

0.1331

0.00329

3

0.0982

0.0994

0.0934

0.0968

0.0970

0.00259

4

0.1258

0.1346

0.1248

0.1342

0.1299

0.00527

5

0.125

0.1218

0.127

0.1264

0.1251

0.00232

6

0.1082

0.0994

0.1034

0.0968

0.1020

0.00497

7

0.1348

0.1406

0.1384

0.1345

0.1371

0.00294

8

0.1584

0.1610

0.1674

0.1628

0.1624

0.00379

Max

0.1584

0.161

0.1674

0.1628

 

 

Min

0.0658

0.0666

0.0668

0.0642

 

 

Avg

0.1182

0.1194

0.1198

0.1188

 

 

SD

0.0277

0.0296

0.0311

0.0309

 

 

RSD

23.43

24.83

25.94

26.00

 

 

CoR

Between sampler I and II     = 0.984819

CoR

Between sampler II and III   = 0.981729

CoR

 Between sampler III and IV = 0.986270

 

 


The above results clearly point out that the performance of all the samplers is identical and one can choose any one of them as reference. The monitoring results thus obtained, helps in achieving reproducible and reliable data during the ambient air quality monitoring.

 

It is well known that the SPM, SO2 and NOx concentrations very much depend upon the flow rate at which the samples are collected. Hence during the sampling flow rate of each sampler was also monitored continuously. Table -4 summarizes the machine flow rate, SO2 flow rate and NOx flow rate variation between four samplers over a period of 8 days. The average machine flow rate, SO2 flow rate and NOx flow rate between samplers over the study period varied between 1.19 to 1.24, 0.47 to 0.54 and 0.46 to 0.53 m3/ min with standard deviations varying between 0.02 to 0.05, 0.02 to 0.04 and 0.01 to 0.03 respectively. The average machine flow rate, SO2 flow rate and NOx flow rate within days varied between 1.19 to 1.23, 0.50 to 0.52 and 0.47 to 0.49 m3/ min with standard deviations varying between 0.03 to 0.04, 0.03 to 0.04 and 0.03 to 0.06 respectively. The Relative Standard Deviation for machine flow rate, SO2 flow rate and NOx flow rate for each sampler varied between 2.10 to 3.05, 5.54 to 8.50 and 5.46 to 11.69 respectively. All the samplers show a good correlation coefficient (0.99).

Another likely measurement affecting the concentrations of SPM is the weight of dust collected by each sampler over a period of 8 days. The weight of dust recorded for each sampler is summarized in Table 5. The mean weight of dust collected during the study period between samplers varied between 0.1182 to 0.1198 grams. The standard deviation for each sampler was fairly consistent between 0.0277 to 0.0311, the relative standard deviation varies between 23.43 to 26.00. The Correlation coefficient (0.98) of dust measured between all the samplers shows good correlation.

It is observed that irrespective of the flow rate measured and the dust deposited, the SPM, SO2 and NOx concentrations for all the samplers are comparable

 

Percent Difference

When two independent measurements of the same characteristics (SPM, SO2 and NOx) are available, it is convenient   to express the results in terms of percent difference.1,2  Hence the SPM, SO2 and NOx results of the first two Hi-Vol samplers were further analyzed by calculating the Relative Deviation percent as follows

 

Relative Deviation (%) = (x-y)/ (x+y) .200

 

Where x and y are SPM, SO2 and NOx concentrations observed with Sampler I and sampler II. The results are summarized in Table-1 to Table-3. The Relative percent Deviation SPM, SO2 and NOx varies between -4.57 to 13.09, -6.70 to 13.41 and -5.83 to 32.59 respectively.

 

Another test of significance for bias is to check the sign of differences of SPM, SO2 and NOx between samplers. If all differences are positive or negative then one has a considerable doubt about lack of bias as it would be expected that on an average two would be +ve and two –ve. if no bias were present. Since out of 8 values 2 or 3 are positive one infers that there is a bias in Day to Day measurements. This was further analyzed by constructing Control charts for the paired samplers.

 

Control Charts

The control charts provide a tool for distinguishing the pattern of indeterminate (random) variations from determinate (assignable cause) variation.3 One goal of using a Control Chart is to achieve and maintain process stability. Process stability is defined as a state in which a process has displayed a certain degree of consistency in the past and is expected to continue to do so in the future. This consistency is characterized by a stream of data falling within control limits based on plus or minus 3 standard deviations           (3 sigma) of the centerline.4

 

The accuracy control charts were constructed for determining the upper and lower control limits as well as upper and lower warning limits for the SPM, SO2 and NOx measured by two identical samplers over a period of 8 days simultaneously. The step by-step construction of control charts require calculation of Mean `X based on duplicate or paired sets of results.5

The Upper and Lower control limits were calculated using the following relations:`

Figures 1 to 3 are graphical representation of accuracy control chart for mean (  ) variation of SPM, SO2 and NOx plotted on the vertical axis and the horizontal axis representing the Time in Days. It is observed that the mean SPM, SO2 and NOx concentrations very much depend on the atmospheric condition on a particular day. Except on 1st Day (SO2 and NOx), 4th Day (SPM) and 8th Day (SPM), the concentrations were outside the upper and lower control limits. The study indicates that the reproducibility in SPM, SO2 and NOx measurements not only depends on the performance of the sampler but also on the atmospheric conditions on a particular Day.

 

Figure 1 :  Variation of SPM during Study period

                               

Figure 2 :  Variation of SO2 during Study period

                          

Figure 3 :  Variation of NOx during Study period

 

3CONCLUSIONS:

The comparative evaluation of high volume air samplers in real atmosphere is an essential part of Quality Assurance program before baseline Ambient Air Quality Monitoring in EIA Studies. A number of steps are involved in measurements right from filter and absorbing media preparation to calibration of samplers, flow rates etc. and needs to be optimized to generate quality data which are defendable. It is observed that irrespective of the flow rates and amount of dust deposited and gases absorbed, SPM, PM10, SO2 and NOx measured by all the samplers are comparable. Application of statistical tools to calculate the control limits and confidence interval of the measurements is useful. Reliability in measurements can be achieved by adopting proper quality assurance and quality control (QA/QC) procedures.

 

ACKNOWLEDGEMENTS:

The authors would like to thank Dr. S. R. Wate, Director, NEERI, Nagpur for the encouragement in the present work and permission to publish the work.

 

REFERENCES:

1.     Dixon, W.F, and Massey,JR. F.J. Introduction to Statistical Analysis, 2nd edition, McGraw Hill, N.Y.,1957, P-124.

2.     Youdon, W.J. Statistical Methods for Chemists, John Wiley and Sons, Inc., New York, 1951.

3.     Grant, E.J., and Leavenworth, R.S., Statistical Quality Control , Fourth Edition,    McGraw  -Hill Book Co., New York,1972.

4.     Gitlow, H., Gitlow, S., Oppenheim, A., and Oppenheim, R., Tools and Methods or the Improvement of Quality. Homewood, IL: Richard D. Irwin, Inc., 1989.

5.     Wheeler, D.J., and Chambers, D.S., Understanding Statistical Process Control (2nd Ed.). Knoxville, TN: SPC Press., 1992.

 

 

 

 

Received on 19.06.2012        Modified on 09.07.2012

Accepted on 30.07.2012        © AJRC All right reserved

Asian J. Research Chem. 5(8): August, 2012; Page 990-995