Design Cyclone

28
List of BGI Standard Commercial Cyclones Rev.10, April, 2010 Type No. Name D50-μm Q - lpm Sharpness Calculator EPA Reference 2.5 16.67 1.157 Y Triplex 1/2.5/4 3.5/1.5/1 1.21 Y Photometer/Environmental Sampler 2.5 5 Y Photometer/Environmental Sampler 2.5 10 Y PM1 1 16.67 1.17 Y PM2.5 2.5 16.67 1.19 Y KTL 2.5 4 1.32 Y KTL 2.5 3.5 1.32 Y Resp./Thoraccic 4/10 4.2/1.6 Y H-D 4 2.2 Y Photometer/Environmental Sampler 1 2 Y Photometer/Environmental Sampler 1/2.5 5/2.27 Y The purpose of this list is to present a calculator for each of the BGI cyclones for whi understood that these "calculators" are derived from the model which is deduced from act been tested at a particular set of conditions, the information is reliable. Extrapolati The main purpose of the calculator is to assist investigators who have operated at a flo appreciate their results. The secondary purpose of the calculator is to select a set of 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 the correctness of the information nor any consequences resulting from the usage thereof 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

description

cyclone

Transcript of Design Cyclone

Page 1: Design Cyclone

List of BGI Standard Commercial Cyclones Rev.10, April, 2010

Type No. Name D50-μm Q - lpm Sharpness CalculatorEPA Reference 2.5 16.67 1.157 YTriplex 1/2.5/4 3.5/1.5/1 1.21 YPhotometer/Environmental Sampler 2.5 5 YPhotometer/Environmental Sampler 2.5 10 YPM1 1 16.67 1.17 YPM2.5 2.5 16.67 1.19 YKTL 2.5 4 1.32 YKTL 2.5 3.5 1.32 YResp./Thoraccic 4/10 4.2/1.6 YH-D 4 2.2 YPhotometer/Environmental Sampler 1 2 YPhotometer/Environmental Sampler 1/2.5 5/2.27 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, toappreciate 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 tothe correctness of the information nor any consequences resulting from the usage thereof .

VSCC 2.946 SCC 1.062SCC 1.829SCC 2.654SCC 2.229SCC 3.495GK 2.05GK 2.05 SHGK 2.69 BGI 4SCC 0.732SCC 1.197

Page 2: Design Cyclone

R. Gussman

Link

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, toappreciate their results. The secondary purpose of the calculator is to select a set of operating parameters for a specific study.

The publication and public availability of the information contained in these documents does not place BGI under obligation as to

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

Page 3: Design Cyclone

Lpm D50 HSE test data2 19.768 18 2.364 10.057 15 2.7586 6.773 11.4 3.578 5.116 15.7 2.66

10 4.116 18.7 2.29512 3.44614 2.96516 2.60318 2.3220 2.094

D50= 2.50Lpm= 16.67

Work AreaEnter in RedAnswer in Blue

Q-lpm D5016.67 2.53

31-Jul-08 Operator: rg Work AreaVSCC 2.946 S/N 110308-5Qs corrected to: BP=760 mm of Hg, T= 20 CRoom BP: 751.3 mm of Hg Q-lpm SPRoomTemp: 22.5 C 16.67 2.2

ReadingCritical Abs. P Temp. DP DPVenturi Crit. Vent. Crit. Vent. Qs DUT DUTNumber mm of Hg C Lpm Cm of H2O hPa

# 1 128 22.2 4.944 0.195 0.191174.95 22.3 6.833 0.35 0.343

229 22.3 9.005 0.625 0.613279.45 22.2 11.029 0.925 0.907319.8 22.3 12.655 1.225 1.201376.2 22.2 14.917 1.750 1.716419.5 22.4 16.668 2.195 2.153457.2 22.4 18.183 2.685 2.633501.3 22.0 19.930 3.270 3.207549.2 22.1 21.860 4.025 3.947

621.15 22.2 24.759 5.200 5.099708.8 22.2 28.280 6.950 6.816

#2 203.6 21.8 7.971 0.035 0.034296.5 21.8 11.698 0.090 0.088359.4 21.8 14.222 0.115 0.113

Enter in REDAnswer in BLUE

10 12 14 16 18 200

0.5

1

1.5

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3

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4.5

5

f(x) = 31.4800315549551 x^-0.896294180195796

VSCC - 2.946

Lpm

D5

0

Q vs. DP @ 760/20Rank 2 Eqn 8156 [Power_] y=ax b̂

r^2=0.99990895 DF Adj r^2=0.99989378 FitStdErr=0.020788523 Fstat=142773.14

a=0.0053042664

b=2.1473552

0 10 20 30Q - Lpm

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8D

P -

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. of H

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Page 4: Design Cyclone

SCC1.062 no calibration chamber

Q D503320 Nov

4 0.861.8 1.974 0.85

1.2 3.1 3310 Nov1.8 2.11.2 3.21.5 2.451.6 2.451 4.2

1.1 3.753 1.14 3320 Jan4 0.86

3.5 1.01

Work AreaEnter in RedAnswer in Blue

Q-lpm D508 0.39

27-Aug-08 Operator: rg Work AreaSCC1.062Qs corrected to: BP=760 mm of Hg, T= 20 CRoom BP: 762.1 mm of Hg Q-lpm SPRoomTemp: 22.5 C 3.5 8.19

ReadingCritical Abs. P Temp. DP DPVenturi Crit. Vent. Crit. Vent. Qs DUT DUTNumber mm of Hg C Lpm Cm of H2O hPa

#2D 84.45 22.3 0.851 0.290 0.284150.8 22.2 1.554 1.010 0.990205.9 22.2 2.138 2.040 2.001300.1 22.3 3.138 4.800 4.707388.55 22.4 4.077 8.700 8.532

Enter in REDAnswer in BLUE

0.5 1 1.5 2 2.5 3 3.5 4 4.5

0

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2

3

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8f(x) = 3.99741862953057 x^-1.11659429594352R² = 0.996707078077179

SCC 1.062 Combined Data

Flow Rate - Lpm

D50

- μ

M

CLIPBRD.WK1Rank 2 Eqn 8156 [Power_] y=ax^b

r^2=0.99995739 DF Adj r^2=0.99991477 FitStdErr=0.025914748 Fstat=70396.792

a=0.36935462

b=2.2473472

0.5 1.5 2.5 3.5 4.5Q vs. DP @ 760/20

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Page 5: Design Cyclone

Q D50 SCC 1.829 rg 25-Feb-082.0 7.2432.5 5.5903.0 4.5233.5 3.7824.0 3.2394.5 2.8255.0 2.5105.5 2.2386.0 2.023

Work Area

Q-lpm D508 1.5

20-Jan-09 Work AreaQs corrected to: BP=760 mm of Hg, T= 20 CRoom BP: 750 mm of HgRoomTemp: 19.6 C Q-lpm SP

10 7.1Reading

Critical Abs. P Temp. DP DPVenturi Crit. Vent. Crit. Vent. Qs DUT DUTNumber mm of Hg C Lpm Cm of H2O hPa

# 1D 179.9 20.2 7.188 3.420 3.354223.1 20.2 8.951 5.400 5.296274.3 20.2 11.040 8.900 8.728

Room BP: 750 mm of HgRoomTemp: 19.6 C

#2D 148.7 20.1 1.546 0.130 0.127254.6 20.1 2.678 0.370 0.363349.9 20.1 3.697 0.780 0.765461.5 20.1 4.890 1.435 1.407599.4 20.1 6.365 2.610 2.560

Enter in REDAnswer in BLUE

Enter in REDAnswer in BLUE

2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 6.00

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5

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f(x) = 16.1801633847555 x^-1.15992804803619

SCC 1.829

Q - LPM

D5

0 -

Mic

rom

ete

rs

Q vs. DP @ 760/20Rank 3 Eqn 8156 [Power_] y=ax^b

r^2=0.99963912 DF Adj r^2=0.99949477 FitStdErr=0.061711042 Fstat=16619.977

a=0.040433666

b=2.2438339

0 4 8 12Q - Lpm

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DP

- C

m o

f H2O

Page 6: Design Cyclone

Lpm D505 5.5486 4.4897 3.7548 3.2159 2.804

10 2.48111 2.22112 2.00813 1.82914 1.67915 1.549

Work areaEnter in RedAnswer in Blue

Q-lpm D5010 2.48

20-Jan-09 Operator: rgSCC 2.654 Work AreaQs corrected to: BP=760 mm of Hg, T= 20 CRoom BP: 751.8 mm of HgRoomTemp: 19.6 C Q-lpm SP

15 3.8Reading

Critical Abs. P Temp. DP DPVenturi Crit. Vent. Crit. Vent. Qs DUT DUTNumber mm of Hg C Lpm Cm of H2O hPa

# 1D 176.8 20 7.039 0.710 0.696225.7 20.1 9.032 1.240 1.216274.7 20.1 11.026 1.940 1.902319.7 20.1 12.857 2.430 2.383375 20.0 15.103 3.900 3.825

429.8 19.9 17.326 5.100 5.001528.7 19.9 21.348 8.400 8.238

Room BP: 751.8 mm of HgRoomTemp: 19.6 C

#2D 353.9 20.0 3.729 0.180 0.177458.9 20.0 4.849 0.300 0.294

Enter in REDAnswer in BLUE

5 6 7 8 9 10 11 12 13 14 150

1

2

3

4

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6

f(x) = 35.9526341447666 x^-1.1611129728355

SCC - 2.645

Q - Lpm

D5

0 -

AE

D

Q vs. DP @ 760/20Rank 3 Eqn 8156 [Power_] y=ax^b

r^2=0.9995707 DF Adj r^2=0.99939899 FitStdErr=0.064677696 Fstat=13970.388

a=0.0088501376

b=2.2377792

0 5 10 15 20 25Q - Lpm

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DP

- C

m o

f H

2O

Page 7: Design Cyclone

Q vs. DP @ 760/20Rank 3 Eqn 8156 [Power_] y=ax^b

r^2=0.9995707 DF Adj r^2=0.99939899 FitStdErr=0.064677696 Fstat=13970.388

a=0.0088501376

b=2.2377792

0 5 10 15 20 25Q - Lpm

0

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DP

- C

m o

f H

2O

Page 8: Design Cyclone

SCC D50 vs. Lpm

Lpm D5010 1.80611 1.61812 1.46413 1.33514 1.22515 1.13216 1.05117 0.9818 0.91719 0.86220 0.813

Work areaEnter in RedAnswer in Blue

Q D5016.7 1.00

4-Aug-08 Operator: rgSCC 3.495 Work AreaQs corrected to: BP=760 mm of Hg, T= 20 CRoom BP: 756.1 mm of HgRoomTemp: 22.5 C Q-lpm SP

16.67 10.1Reading

Critical Abs. P Temp. DP DPVenturi Crit. Vent. Crit. Vent. Qs DUT DUTNumber mm of Hg C Lpm Cm of H2O hPa

# 1 124.8 22.6 4.791 0.615 0.603175.9 22.6 6.834 1.320 1.294223.9 22.6 8.753 2.310 2.265274.9 22.6 10.792 3.735 3.663320.5 22.4 12.607 5.200 5.099374.8 22.6 14.786 7.500 7.355418.1 22.6 16.517 9.700 9.512

459.35 22.2 18.142 12.200 11.964499.75 22.1 19.748 15.000 14.710549.3 22.1 21.726 18.500 18.142620.8 22 24.571 24.500 24.026692.2 22.1 27.429 30.200 29.616

#2 207 22.6 8.078 0.135 0.132296.9 22.6 11.672 0.275 0.270357 22.6 14.074 0.420 0.412

Enter in REDAnswer in BLUE

10 11 12 13 14 15 16 17 18 19 200

0.20.40.60.8

11.21.41.61.8

2

f(x) = 25.6299315096585 x^-1.1520589642754

SCC 2.229

Q - LPM

D50

- A

.E.D

.

DP vs Q @ 760/20Rank 3 Eqn 8156 [Power_] y=ax b̂

r^2=0.99939318 DF Adj r^2=0.99929204 FitStdErr=0.24373644 Fstat=21410.088

a=0.018943682

b=2.2315878

0 10 20 30Q - Lpm

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35D

P - C

m. o

f H2O

Page 9: Design Cyclone

DP vs Q @ 760/20Rank 3 Eqn 8156 [Power_] y=ax b̂

r^2=0.99939318 DF Adj r^2=0.99929204 FitStdErr=0.24373644 Fstat=21410.088

a=0.018943682

b=2.2315878

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. of H

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Page 10: Design Cyclone

SCC D50 vs. Lpm

Lpm D5010 4.52511 4.05112 3.62213 3.33714 3.06215 2.82616 2.62217 2.44418 2.28719 2.14820 2.024

Work areaEnter in RedAnswer in Blue

Q D5017.72 2.33

4-Aug-08 Operator: rg Work AreaSCC 3.495Qs corrected to: BP=760 mm of Hg, T= 20 CRoom BP: 756.1 mm of Hg Q-lpm SPRoomTemp: 22.5 C 16.67 2.2

ReadingCritical Abs. P Temp. DP DPVenturi Crit. Vent. Crit. Vent. Qs DUT DUTNumber mm of Hg C Lpm Cm of H2O hPa

# 1 125 21.9 4.788 0.170 0.167176 21.9 6.822 0.340 0.333

224.3 22.3 8.760 0.560 0.549275.9 22.2 10.817 0.870 0.853320 22.3 12.582 1.195 1.172

376.2 22.2 14.822 1.690 1.657419.6 22.4 16.566 2.150 2.108459.1 22.4 18.144 2.600 2.550

499.45 22.0 19.729 3.250 3.187549.8 22.1 21.745 3.990 3.913620.7 22.2 24.583 5.100 5.001

691.25 22.2 27.400 6.300 6.178#2 205.4 21.8 7.992 0.045 0.044

300.2 21.8 11.772 0.095 0.093356.3 21.8 14.008 0.120 0.118

Enter in REDAnswer in BLUE

10 11 12 13 14 15 16 17 18 19 201

1.5

2

2.5

3

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4

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5

f(x) = 64.7300131033416 x^-1.15662223344795

D50 vs Flow Rate - Lpm

Flow Rate - Lpm

D5

0-

AE

D M

icro

me

ters

DP vs Q @ 760/20Rank 2 Eqn 8156 [Power_] y=ax^b

r^2=0.99947907 DF Adj r^2=0.99939225 FitStdErr=0.046960795 Fstat=24942.438

a=0.005687401

b=2.1207645

0 10 20 30Q - Lpm

0

1

2

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4

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7DP

- Cm

. of H

2O

Page 11: Design Cyclone

KTL Cyclone. D50 vs. Q. Rg - 22 Mar 01

LPM D501.5 7.672.0 5.522.5 4.283.0 3.473.5 2.914.0 2.504.5 2.185.0 1.94

Work areaEnter in RedAnswer in Blue

Q D504 2.50

11-Aug-08 Operator: rg Work AreaGK 2.05Qs corrected to: BP=760 mm of Hg, T= 20 CRoom BP: 754.2 mm of Hg Q-lpm SPRoomTemp: 22.5 C 10 8.6

ReadingCritical Abs. P Temp. DP DPVenturi Crit. Vent. Crit. Vent. Qs DUT DUTNumber mm of Hg C Lpm Cm of H2O hPa

# 1 123.9 21.3 4.746 1.410 1.383175.3 21.3 6.797 3.490 3.423222.8 21.2 8.690 6.000 5.884275.6 21.2 10.796 10.400 10.199319.9 21.2 12.563 15.000 14.710

Room BP: 754.7 mm of HgRoomTemp: 21 C

#2 119.8 21 1.313 0.064 0.063156.1 21 1.726 0.140 0.137203.5 21.1 2.265 0.245 0.240285.05 21.2 3.193 0.510 0.500

356 21.2 3.999 0.890 0.873

Enter in REDAnswer in BLUE

1 1.5 2 2.5 3 3.5 4 4.5 51

2

3

4

5

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7

8f(x) = 12.1882859007775 x^-1.14299358545477

KTL (GK 2.05)

Flow - Lpm

D50

A.E

.D.

- M

icro

met

ers

Q vs. DP @ 760/20Rank 2 Eqn 8156 [Power_] y=ax b̂

r^2=0.99986358 DF Adj r^2=0.9998246 FitStdErr=0.063831695 Fstat=58632.413

a=0.031765439

b=2.4329673

0 5 10 15Q - Lpm

0

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5

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10

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DP

- Cm

. of H

2O

Page 12: Design Cyclone

KTL Cyclone. D50 vs. Q. Rg - 22 Mar 01

LPM D501.5 5.522.0 4.282.5 3.473.0 2.913.5 2.54.0 2.184.5 1.94

Work areaEnter in RedAnswer in Blue

Q D508.5 1.07

11-Aug-08 Operator: rg Work AreaGK 2.05 SHQs corrected to: BP=760 mm of Hg, T= 20 CRoom BP: 755.2 mm of Hg Q-lpm SPRoomTemp: 21 C 10 13.2

ReadingCritical Abs. P Temp. DP DPVenturi Crit. Vent. Crit. Vent. Qs DUT DUTNumber mm of Hg C Lpm Cm of H2O hPa

# 1 124.75 20.9 4.767 2.480 2.432176.6 21.2 6.838 5.300 5.198219.5 21.2 8.547 9.100 8.924274.8 21.2 10.750 15.600 15.298328 21.1 12.865 23.700 23.242

Room BP: 755.1 mm of HgRoomTemp: 21 C

#2 112.1 20.9 1.225 0.125 0.123154 20.8 1.700 0.205 0.201

204.7 20.8 2.275 0.440 0.431282.6 20.8 3.159 0.890 0.873353.4 20.8 3.962 1.600 1.569

Enter in REDAnswer in BLUE

1 1.5 2 2.5 3 3.5 4 4.5 51

1.5

2

2.5

3

3.5

4

4.5

5

5.5

6

f(x) = 8.24171793103936 x^-0.955190352539101

KTL with Shroud

Q - lpm

D5

0 -

Mic

rom

ete

rs

Q vs. DP @ 760/20Rank 2 Eqn 8156 [Power_] y=ax b̂

r^2=0.99992243 DF Adj r^2=0.99990027 FitStdErr=0.074496484 Fstat=103130.85

a=0.061242226

b=2.3323665

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Page 13: Design Cyclone

GK 2.69 Cyclone. D50 vs. Q rg 6-Aug-07

Lpm D501.6 102.7 6.224.2 45 3.476 2.827 2.368 2.039 1.77

10 1.5711 1.4112 1.2713 1.1614 1.0715 0.988

Work Area

Q D508.1 2.0

8-Aug-08 Operator: rg Work AreaGK 2.69Qs corrected to: BP=760 mm of Hg, T= 20 CRoom BP: 751.6 mm of Hg Q-lpm SPRoomTemp: 21.5 C 9 2.6

ReadingCritical Abs. P Temp. DP DPVenturi Crit. Vent. Crit. Vent. Qs DUT DUTNumber mm of Hg C Lpm Cm of H2O hPa

# 1 126.8 20.9 4.872 0.660 0.647174.8 20.9 0.905 0.888224.4 20.9 8.775 2.530 2.481274.6 20.9 10.782 4.050 3.972319.9 20.9 12.594 5.700 5.590375 20.9 14.797 8.600 8.434

416.9 20.9 16.472 11.200 10.983Room BP: 750.5 mm of HgRoomTemp: 21.5 C

#2 121.5 21 1.340 0.045 0.044156.9 21 1.745 0.065 0.064205.4 21 2.299 0.120 0.118303.2 21 3.416 0.280 0.275355.9 21 4.018 0.400 0.392

Enter in RedAnswer in Blue

Enter in REDAnswer in BLUE

1 1.5 2 2.5 3 3.5 4 4.5 5 5.5 6 6.5 7 7.5 8

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12f(x) = 17.7037761725892 x^-1.05215245985221

Flow - Lpm

D5

0 A

.E.D

. -

Mic

rom

ete

rs

DP vs Q @ 760/20Rank 2 Eqn 8156 [Power_] y=ax b̂

r^2=0.99975548 DF Adj r^2=0.99969434 FitStdErr=0.064358122 Fstat=36797.089

a=0.013255612

b=2.4036801

0 5 10 15Q - Lpm

0

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10

12.5

DP -

Cm. o

f H2O

Page 14: Design Cyclone

Q D50 SCC 0.732 rg 10-Sep-050.5 5.0061.0 2.2391.5 1.3982.0 1.0012.5 0.7733.0 0.6253.5 0.5234.0 0.448

Work AreaEnter in REDAnswer in Blue

Q-lpm D500.9 2.53

22-Jan-09 Work AreaQs corrected to: BP=760 mm of Hg, T= 20 CRoom BP: 755.7 mm of HgRoomTemp: 20.2 C Q-lpm SP

2 9.9Reading

Critical Abs. P Temp. DP DPVenturi Crit. Vent. Crit. Vent. Qs DUT DUTNumber mm of Hg C Lpm Cm of H2O hPa

Room BP: 750 mm of HgRoomTemp: 19.6 C

#2D 135.9 20.5 1.411 4.910 4.815

Room BP: 755.7 mm of HgRoomTemp: 20.2 C

#3D 241.65 20.6 0.390 0.480 0.471448.9 20.6 0.744 1.380 1.353532.7 20.6 0.888 1.840 1.804

Enter in REDAnswer in BLUE

0 0.5 1 1.5 2 2.5 3 3.5 40

0.51

1.52

2.53

3.54

4.55

f(x) = 2.23871971069593 x^-1.16083145264709

SCC 0.732

Q - LPM

D50

Mic

rom

eter

s

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

r^2=0.99811605 DF Adj r^2=0.99434816 FitStdErr=0.10223323 Fstat=1059.6019

a=2.4486907

b=2.0119551

0 0.4 0.8 1.2 1.6 2Q - Lpm

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DP

- C

m o

f H2O

Page 15: Design Cyclone

0 0.5 1 1.5 2 2.5 3 3.5 40

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2.53

3.54

4.55

f(x) = 2.23871971069593 x^-1.16083145264709

SCC 0.732

Q - LPM

D50

Mic

rom

eter

s

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

r^2=0.99811605 DF Adj r^2=0.99434816 FitStdErr=0.10223323 Fstat=1059.6019

a=2.4486907

b=2.0119551

0 0.4 0.8 1.2 1.6 2Q - Lpm

0

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6

7

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9

10

DP

- C

m o

f H2O

Page 16: Design Cyclone

Q D50 SCC 1.197 rg 14-Sep-051.0 6.4792.0 2.8973.0 1.814.0 1.2965.0 16.0 0.809

Work AreaEnter in REDAnswer in Blue

Q-lpm D508 0.58

20-Jan-09 Work AreaQs corrected to: BP=760 mm of Hg, T= 20 CRoom BP: 750.4 mm of HgRoomTemp: 19.6 C Q-lpm SP

5 10.3Reading

Critical Abs. P Temp. DP DPVenturi Crit. Vent. Crit. Vent. Qs DUT DUTNumber mm of Hg C Lpm Cm of H2O hPa

Room BP: 750 mm of HgRoomTemp: 19.6 C

#2D 135.8 20.2 1.408 0.680 0.667249.5 20.2 2.624 2.450 2.403347.1 20.2 3.668 5.100 5.001476 20.2 5.047 10.500 10.297

Enter in REDAnswer in BLUE

0 1 2 3 4 5 60

1

2

3

4

5

6

7

8

f(x) = 6.47929129938743 x^-1.16103969864299

SCC 1.197

Q - LPM

D50

Mic

rom

eter

s

Q vs. DP @ 760/20Rank 3 Eqn 8156 [Power_] y=ax b̂

r^2=0.99986078 DF Adj r^2=0.99958235 FitStdErr=0.061886395 Fstat=14364.251

a=0.28341769

b=2.2305144

1 2 3 4 5Q - Lpm

0

2.5

5

7.5

10

12.5

DP

- C

m o

f H2O

Page 17: Design Cyclone

Higgins and Dewell Cyclone performance model. 17-Oct-03 rg

Based on information provided by Lee Kenny on 23 Oct 94

Q - lpm1 10.402 4.853 3.114 2.265 1.776 1.457 1.228 1.069 0.93

10 0.83

Work Area Input flow rate in redAnswer returns in Blue

Q - lpm2.5 3.80

27-Aug-08 Operator: rg Work AreaH-DQs corrected to: BP=760 mm of Hg, T= 20 CRoom BP: 762.1 mm of Hg Q-lpm SPRoomTemp: 22.5 C 2.2 0.5

ReadingCritical Abs. P Temp. DP DPVenturi Crit. Vent. Crit. Vent. Qs DUT DUTNumber mm of Hg C Lpm Cm of H2O hPa

# 1D 118.9 22.3 4.657 2.500 2.452175.3 22.4 6.940 5.600 5.492221.6 22.5 8.817 10.000 9.807

Room BP: 762.1 mm of HgRoomTemp: 22.5 C

#2D 85.9 22.2 0.866 0.060 0.059146.2 22.2 1.505 0.245 0.240203.6 22.3 2.114 0.495 0.485

299.85 22.5 3.137 1.110 1.089

D50 - μm

D50 - μm

Enter in REDAnswer in BLUE

0 1 2 3 4 5 6 7 8 9 100

2

4

6

8

10

12

f(x) = 10.4039691533402 x^-1.1

Q - LPM

D50

- M

icro

met

ers

Q vs. DP @ 760/20Rank 5 Eqn 8156 [Power_] y=ax^b

r^2=0.99890842 DF Adj r^2=0.99836264 FitStdErr=0.13375758 Fstat=4575.5332

a=0.079566598

b=2.2162789

0 2 4 6 8Q - Lpm

0

2.5

5

7.5

10

12.5

DP

- Cm

of H

2O

Page 18: Design Cyclone

0 1 2 3 4 5 6 7 8 9 100

2

4

6

8

10

12

f(x) = 10.4039691533402 x^-1.1

Q - LPM

D50

- M

icro

met

ers

Q vs. DP @ 760/20Rank 5 Eqn 8156 [Power_] y=ax^b

r^2=0.99890842 DF Adj r^2=0.99836264 FitStdErr=0.13375758 Fstat=4575.5332

a=0.079566598

b=2.2162789

0 2 4 6 8Q - Lpm

0

2.5

5

7.5

10

12.5

DP

- Cm

of H

2O