Cyclone Calculator

List of BGI Standard Commercial Cyclones

Rev.10, April, 2010

Type No. VSCC 2.946 SCC 1.062 SCC 1.829 SCC 2.654 SCC 2.229 SCC 3.495 GK 2.05 GK 2.05 SH GK 2.69 BGI 4 SCC 0.732 SCC 1.197

Name EPA Reference Triplex Photometer/Environmental Sampler Photometer/Environmental Sampler PM1 PM2.5 KTL KTL Resp./Thoraccic H-D Photometer/Environmental Sampler Photometer/Environmental Sampler

D50-m 2.5 1/2.5/4 2.5 2.5 1 2.5 2.5 2.5 4/10 4 1 1/2.5

Q - lpm 16.67 3.5/1.5/1 5 10 16.67 16.67 4 3.5 4.2/1.6 2.2 2 5/2.27

Sharpness Calculator 1.16 Y 1.21 Y Y Y 1.17 Y 1.19 Y 1.32 Y 1.32 Y Y Y Y Y

The purpose of this list is to present a calculator for each of the BGI cyclones for which there is a mathematical model. It should be understood that these "calculators" are derived from the model which is deduced from actual test results. Where a cyclone has been tested at a particular set of conditions, the information is reliable. Extrapolations are assumed to be reliable. The main purpose of the calculator is to assist investigators who have operated at a flow rate for which there is no data, to appreciate their results. The secondary purpose of the calculator is to select a set of operating parameters for a specific study. All pressure drop data was collected as a separate study. All test data was taken at Engineering standard conditions. The publication and public availability of the information contained in these documents does not place BGI under obligation as to the correctness of the information nor any consequences resulting from the usage thereof .

R. Gussman

Link http://www.bgiusa.com/aam/vscc.htm http://www.bgiusa.com/ihi/triplex.htm http://www.bgiusa.com/aam/sccphoto.htm http://www.bgiusa.com/aam/sccphoto.htm http://www.bgiusa.com/aam/pm1scc.htm http://www.bgiusa.com/aam/pm25scc.htm http://www.bgiusa.com/ihi/ktl.htm http://www.bgiusa.com/ihi/ktl.htm http://www.bgiusa.com/ihi/hfrtc.htm http://www.bgiusa.com/ihi/bgi4l.htm http://www.bgiusa.com/aam/sccphoto.htm http://www.bgiusa.com/aam/sccphoto.htm

s a mathematical model. It should be est results. Where a cyclone has umed to be reliable. or which there is no data, to parameters for a specific study.

ot place BGI under obligation as to

Lpm 2 4 6 8 10 12 14 16 18 20 D50= 2.50 Lpm= 16.67

D50 19.77 10.06 6.77 5.12 4.12 3.45 2.97 2.6 2.32 2.09

VSCC - 2.9465 4.5 4 3.5 3 f(x) = 31.48 x^-0.9

HSE test data 18 15 11.4 15.7 18.7

2.36 2.76 3.57 2.66 2.3

D50D50 2.53

2.5 2 1.5 1

Work Area Enter in Red Answer in Blue Q-lpm 16.67

0.5 0 10 12 14 LpmWork Area Enter in RED Answer in BLUE Q-lpm SP 16.67 2.2Q vs. DP @ 760/20Rank 2 Eqn 8156 [Power_] y=ax^br^2=0.99990895 DF Adj r^2=0.99989378 FitStdErr=0.020788523 Fstat=142773.14 a=0.0053042664 b=2.1473552

16

18

20

31-Jul-08 Operator: rg VSCC 2.946 S/N 110308-5 Qs corrected to: BP=760 mm of Hg, T= 20 C Room BP: 751.3 mm of Hg RoomTemp: 22.5 C Reading Abs. P Crit. Vent. mm of Hg 128 174.95 229 279.45 319.8 376.2 419.5 457.2 501.3 549.2 621.15 708.8 203.6 296.5 359.4

8 7

#2

Qs Lpm 4.944 6.833 9.005 11.029 12.655 14.917 16.668 18.183 19.930 21.860 24.759 28.280 7.971 11.698 14.222

DP - Cm. of H2O

Critical Venturi Number #1

Temp. Crit. Vent. C 22.2 22.3 22.3 22.2 22.3 22.2 22.4 22.4 22.0 22.1 22.2 22.2 21.8 21.8 21.8

DP DUT Cm of H2O 0.195 0.35 0.63 0.93 1.23 1.750 2.2 2.69 3.270 4.025 5.200 6.950 0.035 0.090 0.115

DP DUT hPa 0.191 0.343 0.613 0.907 1.201 1.716 2.153 2.633 3.207 3.947 5.099 6.816 0.034 0.088 0.113

6 5 4 3 2 1 0 0 10 Q - Lpm 20 30

SCC1.062 no calibration chamber Q 4 1.8 4 1.2 1.8 1.2 1.5 1.6 1 1.1 3 4 3.5 D50 3320 Nov 0.86 1.97 0.85 3.1 3310 Nov 2.1 3.2 2.45 2.45 4.2 3.75 1.14 3320 Jan 0.86 1.018 7 6 5 f(x) = 4 x^-1.12 R = 1

SCC 1.062 Combined Data

D50 - M

4 3 2 1

Work Area Enter in Red Answer in Blue Q-lpm 8

0 0.5 1 1.5 2 2.5 3 3.5 4 4.5

D50 0.39 Work Area Enter in RED Answer in BLUE Q-lpm SP 3.5 8.19

Flow Rate - Lpm

27-Aug-08 Operator: rg SCC1.062 Qs corrected to: BP=760 mm of Hg, T= 20 C Room BP: 762.1 mm of Hg RoomTemp: 22.5 C Reading Abs. P Temp. Crit. Vent. Crit. Vent. mm of Hg C 84.45 22.3 150.8 22.2 205.9 22.2 300.1 22.3 388.55 22.4

CLIPBRD.WK1Rank 2 Eqn 8156 [Power_] y=ax^br^2=0.99995739 DF Adj r^2=0.99991477 FitStdErr=0.025914748 Fstat=70396.792 a=0.36935462 b=2.2473472

10 9 8 DP - Cm of H2O 7 6 5 4 3 2

Critical Venturi Number #2D

Qs Lpm 0.851 1.554 2.138 3.138 4.077

DP DUT Cm of H2O 0.290 1.010 2.040 4.800 8.700

DP DUT hPa 0.284 0.990 2.001 4.707 8.532

1 0 0.5

1.5

2.5 Q vs. DP @ 760/20

3.5

4.5

Q 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 6.0 Work Area Enter in RED Answer in BLUE Q-lpm 8

D50 7.24 5.590 4.52 3.78 3.24 2.83 2.510 2.24 2.02

SCC 1.829 rg

25-Feb-08

SCC 1.8298 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 0 2.0 2.5 3.0 3.5 4.0 Q - LPM 4.5 5.0 5.5 6.0 f(x) = 16.18 x^-1.16

D50 1.5

20-Jan-09 Qs corrected to: BP=760 mm of Hg, T= 20 C Room BP: 750 mm of Hg RoomTemp: 19.6 C Reading Abs. P Crit. Vent. mm of Hg 179.9 223.1 274.3

D50 - Micrometers

Work Area Enter in RED Answer in BLUE Q-lpm SP 10 7.1 DP DUT Cm of H2O 3.420 5.400 8.900 DP DUT hPa 3.354 5.296 8.728

Q vs. DP @ 760/20Rank 3 Eqn 8156 [Power_] y=ax^br^2=0.99963912 DF A dj r^2=0.99949477 FitStdErr=0.061711042 Fstat=16619.977 a=0.040433666 b=2.2438339

10 9 8 DP - Cm of H2O 7 6 5 4 3 2 1 0

Critical Venturi Number # 1D

Temp. Crit. Vent. C 20.2 20.2 20.2

Qs Lpm 7.188 8.951 11.040

Room BP: RoomTemp: #2D

750 mm of Hg 19.6 C 148.7 20.1 254.6 20.1 349.9 20.1 461.5 20.1 599.4 20.1

1.546 2.678 3.697 4.890 6.365

0.130 0.370 0.780 1.435 2.610

0.127 0.363 0.765 1.407 2.560

0

4 Q - Lpm

8

12

Lpm 5 6 7 8 9 10 11 12 13 14 15 Work area Enter in Red Answer in Blue Q-lpm 10

D50 5.55 4.49 3.75 3.22 2.8 2.48 2.22 2.01 1.83 1.68 1.55

SCC - 2.6456 5 4 f(x) = 35.95 x^-1.16

D50 - AED

3 2 1 0 5 6 7 8 9 10 Q - Lpm 11 12 13 14 15

D50 2.48

20-Jan-09 Operator: rg SCC 2.654 Qs corrected to: BP=760 mm of Hg, T= 20 C Room BP: 751.8 mm of Hg RoomTemp: 19.6 C Reading Abs. P Crit. Vent. mm of Hg 176.8 225.7 274.7 319.7 375 429.8 528.7

Work Area Enter in RED Answer in BLUE Q-lpm SP 15 3.8 DP DUT Cm of H2O 0.710 1.240 1.940 2.430 3.900 5.100 8.400 DP DUT hPa 0.696 1.216 1.902 2.383 3.825 5.001 8.238

Q vs. DP @ 760/20Rank 3 Eqn 8156 [Power_] y=ax^br^2=0.9995707 DF Adj r^2=0.99939899 FitStdErr=0.064677696 Fstat=13970.388 a=0.0088501376 b=2.2377792

9 8 7 DP - Cm of H2O 6 5 4 3 2 1 0


Temp. Crit. Vent. C 20 20.1 20.1 20.1 20.0 19.9 19.9

Qs Lpm 7.039 9.032 11.026 12.857 15.103 17.326 21.348


751.8 mm of Hg 19.6 C 353.9 20.0 458.9 20.0

0

5

10 Q - Lpm

15

20

25

3.729 4.849

0.180 0.300

0.177 0.294

SCC D50 vs. Lpm Lpm 10 11 12 13 14 15 16 17 18 19 20 D50 1.81 1.62 1.46 1.34 1.23 1.13 1.05 0.98 0.92 0.86 0.81

SCC 2.2292 1.8 1.6 1.4 1.2 1 0.8 0.6 0.4 0.2 0 10 f(x) = 25.63 x^-1.15

D50 - A.E.D.

11

12

13

14

15

16

17

18

19

20

Work area Enter in Red Answer in Blue Q 16.7

Q - LPM

D50 1.00

4-Aug-08 Operator: rg SCC 3.495 Qs corrected to: BP=760 mm of Hg, T= 20 C Room BP: 756.1 mm of Hg RoomTemp: 22.5 C Reading Abs. P Crit. Vent. mm of Hg 124.8 175.9 223.9 274.9 320.5 374.8 418.1 459.35 499.75 549.3 620.8 692.2 207 296.9 357

Work Area Enter in RED Answer in BLUE Q-lpm SP 16.67 10.1 DP DUT Cm of H2O 0.615 1.320 2.310 3.735 5.200 7.500 9.700 12.200 15.000 18.500 24.500 30.200 0.135 0.275 0.420 DP DUT hPa 0.603 1.294 2.265 3.663 5.099 7.355 9.512 11.964 14.710 18.142 24.026 29.616 0.132 0.270 0.412

D P vs Q @ 760/20Rank 3 E qn 8156 [P ow er_ ] y = ax ^br^2 =0.999 39 318 DF A d j r^2 =0.9 9 92 9 20 4 FitStdErr =0 .2 43 7 36 4 4 Fs tat=21 410 .0 88 a =0 .0 1 894 368 2 b =2.23 158 78

35 30 25 DP - Cm. of H2O 20 15 10 5 0


Temp. Crit. Vent. C 22.6 22.6 22.6 22.6 22.4 22.6 22.6 22.2 22.1 22.1 22 22.1 22.6 22.6 22.6

Qs Lpm 4.791 6.834 8.753 10.792 12.607 14.786 16.517 18.142 19.748 21.726 24.571 27.429 8.078 11.672 14.074

0

10 Q - Lpm

20

30

#2

ax ^b

243 736 44 Fs ta t=214 10.088

30

SCC D50 vs. Lpm Lpm 10 11 12 13 14 15 16 17 18 19 20 D50 4.53 4.05 3.62 3.34 3.06 2.83 2.62 2.44 2.29 2.15 2.02

D50 vs Flow Rate - Lpm5 4.5 f(x) = 64.73 x^-1.16

D50- AED Micrometers

4 3.5 3 2.5 2 1.5 1 10 11 12 13 14 15 16 17 18 19 20

Work area Enter in Red Answer in Blue Q 17.72

D50 2.33

Flow Rate - LpmWork Area Enter in RED Answer in BLUE Q-lpm SP 16.67 2.2D P v s Q @ 7 6 0 /2 0R a n k 2 E q n 8 1 5 6 [ P o w e r_ ] y = a x ^br ^ 2 =0 .9 9 9 4 7 9 0 7 D F A d j r ^ 2 = 0 .9 9 9 3 9 2 2 5 FitS td Er r =0 .0 4 6 9 6 0 7 9 5 Fs ta t= 2 4 9 4 2 . 4 3 8 a = 0 .0 0 5 6 8 7 4 0 1 b = 2 .1 2 0 7 6 4 5

4-Aug-08 Operator: rg SCC 3.495 Qs corrected to: BP=760 mm of Hg, T= 20 C Room BP: 756.1 mm of Hg RoomTemp: 22.5 C Reading Abs. P Crit. Vent. mm of Hg 125 176 224.3 275.9 320 376.2 419.6 459.1 499.45 549.8 620.7 691.25 205.4 300.2 356.3

7 6


Temp. Crit. Vent. C 21.9 21.9 22.3 22.2 22.3 22.2 22.4 22.4 22.0 22.1 22.2 22.2 21.8 21.8 21.8

Qs Lpm 4.788 6.822 8.760 10.817 12.582 14.822 16.566 18.144 19.729 21.745 24.583 27.400 7.992 11.772 14.008

DP DUT Cm of H2O 0.170 0.340 0.560 0.870 1.195 1.690 2.150 2.600 3.250 3.990 5.100 6.300 0.045 0.095 0.120

DP DUT hPa 0.167 0.333 0.549 0.853 1.172 1.657 2.108 2.550 3.187 3.913 5.001 6.178 0.044 0.093 0.118DP - Cm. of H2O

5 4 3 2 1 0 0 10 Q - Lpm 20 30

#2

KTL Cyclone. D50 vs. Q. Rg - 22 Mar 01 LPM 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 D50 7.67 5.52 4.28 3.47 2.91 2.50 2.18 1.94

KTL (GK 2.05)

8 7D50 A.E.D. - Micrometers

f(x) = 12.19 x^-1.14

6 5 4 3 2 1 1 1.5 2 2.5 3Flow - Lpm

Work area Enter in Red Answer in Blue Q D50 4 2.50

3.5

4

4.5

5

11-Aug-08 Operator: rg GK 2.05 Qs corrected to: BP=760 mm of Hg, T= 20 C Room BP: 754.2 mm of Hg RoomTemp: 22.5 C Reading Abs. P Temp. Crit. Vent. Crit. Vent. mm of Hg C 123.9 21.3 175.3 21.3 222.8 21.2 275.6 21.2 319.9 21.2 754.7 mm of Hg 21 C 119.8 21 156.1 21 203.5 21.1 285.05 21.2 356 21.2

Work Area Enter in RED Answer in BLUE Q-lpm SP 10 8.6

Q vs . D P @ 7 6 0 /2 0R a n k 2 E q n 8 1 5 6 [P ow e r_ ] y = a x ^br ^2 = 0 .9 9 9 8 6 3 5 8 DF A d j r ^2 = 0 .9 9 9 8 2 4 6 FitS td Er r = 0 .0 6 3 8 3 1 6 9 5 Fs ta t= 5 8 6 3 2 .4 1 3 a = 0 .0 3 1 7 6 5 4 3 9 b = 2 .4 3 2 9 6 7 3

1 7 .5 15

DP - Cm. of H2O


Qs Lpm 4.746 6.797 8.690 10.796 12.563

DP DUT Cm of H2O 1.410 3.490 6.000 10.400 15.000

DP DUT hPa 1.383 3.423 5.884 10.199 14.710

1 2 .5 10 7 .5 5 2 .5 0 0 5 Q - L pm 10 15

Room BP: RoomTemp: #2

1.313 1.726 2.265 3.193 3.999

0.064 0.140 0.245 0.510 0.890

0.063 0.137 0.240 0.500 0.873

KTL Cyclone. D50 vs. Q. Rg - 22 Mar 01 LPM 1.5 2.0 2.5 3.0 3.5 4.0 4.5 D50 5.52 4.28 3.47 2.91 2.5 2.18 1.94

KTL with Shroud6 5.5 5 f(x) = 8.24 x^-0.96

D50 - MicrometersWork area Enter in Red Answer in Blue Q D50 8.5 1.07

4.5 4 3.5 3 2.5 2 1.5 1 1 1.5 2 2.5 3 Q - lpm 3.5 4 4.5 5

11-Aug-08 Operator: rg GK 2.05 SH Qs corrected to: BP=760 mm of Hg, T= 20 C Room BP: 755.2 mm of Hg RoomTemp: 21 C Reading Abs. P Temp. Crit. Vent. Crit. Vent. mm of Hg C 124.75 20.9 176.6 21.2 219.5 21.2 274.8 21.2 328 21.1 755.1 mm of Hg 21 C 112.1 20.9 154 20.8 204.7 20.8 282.6 20.8 353.4 20.8


Q vs . D P @ 76 0 /20R ank 2 E qn 8 156 [P ow er_] y = ax ^br^2 = 0 .9 9 99 2 2 43 DF A d j r ^2 =0.9 9 99 0 02 7 FitStd Err = 0 .0 7 44 9 6 48 4 Fs tat= 10 3 1 30 .85 a =0 .0 6 1 2 4 2 2 2 6 b =2 .33 2 3 6 6 5

25 20 DP - Cm. of H2O 15 10 5 0


Qs Lpm 4.767 6.838 8.547 10.750 12.865

DP DUT Cm of H2O 2.480 5.300 9.100 15.600 23.700

DP DUT hPa 2.432 5.198 8.924 15.298 23.242


1.225 1.700 2.275 3.159 3.962

0.125 0.205 0.440 0.890 1.600

0.123 0.201 0.431 0.873 1.569

0

5 Q - L pm

10

15

GK 2.69 Cyclone. D50 vs. Q Lpm 1.6 2.7 4.2 5 6 7 8 9 10 11 12 13 14 15 D50 10 6.22 4 3.47 2.82 2.36 2.03 1.77 1.57 1.41 1.27 1.16 1.07 0.99

rg

6-Aug-07

12 11 10 9

f(x) = 17.7 x^-1.05

D50 A.E.D. - Micrometers

8 7 6 5 4 3 2

Work Area Enter in Red Answer in Blue Q 8.1

D50 2.0

1 0 1 1.5 2 2.5 3 3.5 4 4.5 5 5.5 6 6.5 7 7.5 8 Flow - Lpm

8-Aug-08 Operator: rg GK 2.69 Qs corrected to: BP=760 mm of Hg, T= 20 C Room BP: 751.6 mm of Hg RoomTemp: 21.5 C Reading Abs. P Crit. Vent. mm of Hg


D P vs Q @ 7 6 0 /2 0R a n k 2 E q n 8 1 5 6 [ P o w e r_ ] y = a x ^br ^ 2 =0 .9 9 9 7 5 5 4 8 DF A d j r ^ 2 = 0 .9 9 9 6 9 4 3 4 F itS td Err =0 .0 6 4 3 5 8 1 2 2 Fs ta t=3 6 7 9 7 .0 8 9 a = 0 .0 1 3 2 5 5 6 1 2 b =2 .4 0 3 6 8 0 1

1 2 .5 10 7 .5 5 2 .5 0


Temp. Crit. Vent. C

Qs Lpm 4.872 8.775 10.782 12.594 14.797 16.472

DP DUT Cm of H2O 0.660 0.905 2.530 4.050 5.700 8.600 11.200

DP DUT hPa 0.647 0.888 2.481 3.972 5.590 8.434 10.983


126.8 20.9 174.8 20.9 224.4 20.9 274.6 20.9 319.9 20.9 375 20.9 416.9 20.9 750.5 mm of Hg 21.5 C 121.5 21 156.9 21 205.4 21 303.2 21 355.9 21

DP - Cm. of H2O

1.340 1.745 2.299 3.416 4.018

0.045 0.065 0.120 0.280 0.400

0.044 0.064 0.118 0.275 0.392

0

5

10 Q - Lpm

15

Work Area Enter in RED Answer in Blue Q-lpm 0.9

D50 2.53

D50 Micrometers

Q 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0

D50 5.01 2.24 1.4 1 0.77 0.63 0.52 0.45

SCC 0.732 rg

10-Sep-05

SCC 0.7325 4.5 4 3.5 3 2.5 2 1.5 1 0.5 0 0 0.5 f(x) = 2.24 x^-1.16

1

1.5

2 Q - LPM

2.5

3

3.5

4

22-Jan-09 Qs corrected to: BP=760 mm of Hg, T= 20 C Room BP: 755.7 mm of Hg RoomTemp: 20.2 C Reading Abs. P Temp. Crit. Vent. Crit. Vent. mm of Hg C 750 mm of Hg 19.6 C 135.9 20.5

Work Area Enter in RED Answer in BLUE Q-lpm SP 2 9.9 DP DUT Cm of H2O DP DUT hPa

Q vs. DP @ 760/20Rank 13 Eqn 8156 [Power_] y=ax^b

10 9 8 DP - Cm of H2O 7 6 5 4 3 2 1 0

r^2=0.99811605 DF A dj r^2=0.99434816 FitStdErr=0.10223323 Fs tat=1059 a=2.4486907 b=2.0119551

Critical Venturi Number Room BP: RoomTemp: #2D

Qs Lpm

1.411

4.910

4.815


755.7 mm of Hg 20.2 C 241.65 448.9 532.7 20.6 20.6 20.6 0.390 0.744 0.888 0.480 1.380 1.840 0.471 1.353 1.804

0

0.4

0.8

1.2 Q - Lpm

1.6

2

3.5

4

Q vs. DP @ 760/20r^2=0.99434816 FitStdErr=0.10223323 Fs tat=1059.6019 a=2.4486907 b=2.0119551

13 Eqn 8156 [Power_] y=ax^b

0.8

1.2 Q - Lpm

1.6

2

Q 1.0 2.0 3.0 4.0 5.0 6.0

D50 6.48 2.9 1.81 1.3 1 0.81

SCC 1.197 rg

14-Sep-05

SCC 1.1978 7 f(x) = 6.48 x^-1.16

D50 Micrometers

6 5 4 3 2 1 0 0 1 2 3 Q - LPM 4 5 6

Work Area Enter in RED Answer in Blue Q-lpm 8

D50 0.58

20-Jan-09 Qs corrected to: BP=760 mm of Hg, T= 20 C Room BP: 750.4 mm of Hg RoomTemp: 19.6 C Reading Abs. P Temp. Crit. Vent. Crit. Vent. mm of Hg C 750 mm of Hg 19.6 C 135.8 20.2 249.5 20.2 347.1 20.2 476 20.2

Work Area Enter in RED Answer in BLUE Q-lpm SP 5 10.3 DP DUT Cm of H2O DP DUT hPaDP - Cm of H2O

Q vs. DP @ 760/20Rank 3 Eqn 8156 [P ower_] y=ax ^br^2=0.99986078 DF A dj r^2=0.99958235 FitStdErr=0.061886395 Fs tat=14364.251 a=0.28341769 b=2.2305144

12.5 10 7.5 5 2.5 0

Critical Venturi Number Room BP: RoomTemp: #2D

Qs Lpm

1.408 2.624 3.668 5.047

0.680 2.450 5.100 10.500

0.667 2.403 5.001 10.297

1

2

3 Q - Lpm

4

5

Higgins and Dewell Cyclone performance model. Based on information provided by Lee Kenny on 23 Oct 94 Q - lpm 1 2 3 4 5 6 7 8 9 10 D50 - m 10.40 4.85 3.11 2.26 1.77 1.45 1.22 1.06 0.93 0.83 12 10

17-Oct-03 rg

f(x) = 10.4 x^-1.1

D50 - Micrometers

8 6 4 2 0 0 1 2 3 4 5 Q - LPM 6 7 8 9 10

Work Area Input flow rate in red Answer returns in Blue D50 - m Q - lpm 2.5 3.80 27-Aug-08 Operator: rg H-D Qs corrected to: BP=760 mm of Hg, T= 20 C Room BP: 762.1 mm of Hg RoomTemp: 22.5 C Reading Abs. P Crit. Vent. mm of Hg 118.9 175.3 221.6 Work Area Enter in RED Answer in BLUE Q-lpm SP 2.2 0.5Q vs . D P @ 760 /20

R an k 5 E q n 8 15 6 [P ow er_ ] y = a x ^b

12.5 10 DP - Cm of H2O 7.5 5 2.5

r^2 =0.9989084 2 DF A d j r^2 =0 .99 83 62 64 FitStd Err =0 .13 3 a =0 .07 95 66 598 b=2.2 16 27 89


Temp. Crit. Vent. C 22.3 22.4 22.5

Qs Lpm 4.657 6.940 8.817

DP DUT Cm of H2O 2.500 5.600 10.000

DP DUT hPa 2.452 5.492 9.807


762.1 mm of Hg 22.5 C 85.9 22.2 146.2 22.2 203.6 22.3 299.85 22.5

0.866 1.505 2.114 3.137

0.060 0.245 0.495 1.110

0.059 0.240 0.485 1.089

0

0

2

4 Q - Lpm

6

8

0

0

2

4 Q - Lpm

6

8

8

9

10

Q vs . D P @ 760/20R an k 5 E q n 8 15 6 [P ow er_ ] y = a x ^b

0 84 2 DF A d j r^2 =0 .99 83 62 64 FitStd Err =0 .13 375 75 8 Fs tat=45 75.533 2 a=0 .07 95 66 598 b=2.2 16 27 89

2

4 Q - Lpm

6

8

2

4 Q - Lpm

6

8

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