uuunuuunnnnnunuuununu - Environmental Protection Agency · uuunuuunnnnnunuuununu AZ-8 TOC ***...

$Page 1: uuunuuunnnnnunuuununu - Environmental Protection Agency · uuunuuunnnnnunuuununu AZ-8 TOC *** SCREEN3 MODEL RUN *** *** VERSION DATED 96043 *** C:\My Documents\Iralco air modelling\AZ-S\A2-8TOC.scr$
uuunuuunnnnnunuuununu

AZ-8 TOC

*** SCREEN3 MODEL RUN *** *** VERSION DATED 96043 ***

C:\My Documents\Iralco air modelling\AZ-S\A2-8TOC.scr

SIMPLE TERRAIN INPUTS: SOURCE TYPE POINT EMISSION RATE (G/S) = .722000 STACK HEIGHT (M) 11.4000 STK INSIDE DIAM (M) = 1.0000 STK EXIT VELOCITY (M/S)= 17.2779

07/08/05 15:01:44

2300. 2400. 2500. 2600. 2700. 2800. 2900. 3000. 3500. 4000. 4500. 5000. 5500. 6000.

52.35 51.12 49.90 48.69 47.51 46.34

6 1.0 1.1 10000.0 6 1.0 1.1 10000.0 6 1.0 1.1 10000.0 6 1.0 1.1 10000.0 6 1.0 1.1 10000.0

31.37 72.50 31.37 75.34

24.03 NO 24.56 NO 25.08 NO 25.60 NO 26.10 NO 26.60 NO 27.09 NO 27.57 NO 29.54 NO 31.36 NO 33.07 NO 34.68 NO 36.21 NO 37.67 NO

6.11 HS

31.37 78.16 31.37 80.97 31.37 83.76

6 1.0 1.1 10000.0 6 1.0 1.1 10000.0 6 1.0 1.1 10000.0

31.37 86.55 31.37 89.33 31.37 92.10 31.37 105.81 31.37 119.31 31.37 132.62 31.37 145.78 31.37 158.79 31.37 171.67

45.20 44.09 38.93 6 1.0 1.1 10000.0 34.66 6 1.0 1.1 10000.0 31.09 6 1.0 1.1 10000.0 28.10 6 1.0 1.1 10000.0 25.55 6 1.0 1.1 10000.0 23.38 6 1.0 1.1 10000.0 STK GAS EXIT TEMP (K) = 291.0000

AMBIENT AIR TEMP (K) = 287.0000 MAXIMUM l-HR CONCENTRATION AT OR BEYOND 5. M:

34. 82.59 4 20.0 20.4 6400.0 12.10 3.15

DWASH= MEANS NO CALC MADE (CONC = 0.0) DWASH=NO MEANS NO BUILDING DOWNWASH USED DWASH=HS MEANS HUBER-SNYDER DOWNWASH USED DWASH=SS MEANS SCHULMAN-SCIRE DOWNWASH USED DWASH=NA MEANS DOWNWASH NOT APPLICABLE, X<3'LB

RECEPTOR HEIGHT (Ml' = URBAN/RURAL OPTION =

0000 RURAL

BUILDING HEIGHT (M) = 7.5000 MIN HORIZ BLDG DIM IMI = 21.0000 MAX HORIZ BLDG DIM iMj = 57.0000

THE REGULATORY (DEFAULT) MIXING HEIGHT OPTION WAS SELECTED. THE REGULATORY (DEFAULT) ANEMOMETER HEIGHT OF 10.0 METERS WAS ENTERED.

STACK EXIT VELOCITY WAS CALCULATED FROM VOLUME FLOW RATE = 13.570000 (M**3/S)

BUOY. FLUX = .582 M**4/S**3; MOM. FLUX = 73.605 M**4/S**2.

*** FULL METEOROLOGY ***

**********************************

*+*ti*+*t***********ti**tttttttt* *'* SCREEN DISCRETE DISTANCES *'* t*t**********+t***/*************+

*** TERRAIN HEIGHT OF 0. M ABOVE STACK BASE USED FOR FOLLOWING DISTANCES ***

DIST CONC CM) (UG/M**3)

UlOM (M/S)

USTK MIX HT PLUME SIGMA (M/S) (Ml HT 04) Y (Ml --_-_ ---_-- _---_- _-----

1.1 10000.0 31.37 5.22 20.4 6400.0 11.89 2.32

SIGMA Z WI

------ 5.22 5.44 6.05 7.12 9.05

10.07 10.96 10.96 11.45 11.94 12.42 12.91 15.80 16.55 17.30 18.04 18.77 19.50 20.94 18.76

STAB ----

6 4 4 4 4 4

DWASH _-_-_

NO HS HS HS HS HS HS HS HS HS HS HS HS HS HS HS HS HS HS NO

*** SCREEN AUTOMATED DISTANCES *** ***+****************************** 5.

25. 1128E-03

82.08 82.59 80.57 78.33 70.46 67.54 64.72 63.73 62.56

1.0 20.0

*** TERRAIN HEIGHT OF 0. M ABOVE STACK BASE USED FOR FOLLOWING DISTANCES *** 34. 50. 75.

20.0 20.4 6400.0 12.08 3.06 20.0 20.4 6400.0 12.36 4.36 15.0 15.3 4800.0 14.05 6.36 DIST CONC

(Ml (UG/M*'3) -_-____ --_-_-----

5. .llZSE-03 100. 70.46 200. 62.56 300. 51.12 400. 42.37 500. 36.32 600. 37.13 700. 45.05 800. 50.38 900. 53.45

1000. 54.76 1100. 54.09 1200. 53.99 1300. 55.96 1400. 57.21 1500. 57.88 1600. 58.09 1700. 57.92 1800. 57.46 1900. 56.78 2000. 55.93 2100. 54.77 2200. 53.57

UlOM (M/S)

USTK MIX HT (M/S) 04

-_-__ ____-- 1.1 10000.0 8.2 2560.0 5.2 10000.0

PLUME HT CM)

SIGMA SIGMA Y CM) Z 04)

_--_-- ------ 5.22 5.22 8.40 10.07

11.97 11.94 22.80 16.55 29.60 19.50 36.38 18.76 32.68 16.25 37.42 17.91 42.12 19.54 46.78 21.14 51.41 22.71 56.00 23.99 40.42 16.66 43.42 17.43 46.40 18.18 49.36 16.91 52.31 19.63 55.24 20.33 58.15 21.02 61.05 21.70 63.93 22.37 66.80 22.93 69.66 23.48

STAB DWASH -----

NO HS HS HS HS NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO

100. 8.0 8.0 5.0 5.0 5.0

8.2 2560.0 8.2 2560.0 5.2 10000.0 5.2 10000.0 5.2 10000.0 5.2 10000.0 5.2 10000.0 5.1 1600.0 5.1 1600.0 5.1 1600.0 5.1 1600.0 5.1 1600.0 5.1 1600.0 5.1 1600.0 3.6 1120.0

17.75 8.40 17.75 10.24 21.30 9.35 21.30 10.66 21.30 11.97 21.30 13.27 21.53 14.57 21.56 21.07 21.56 22.80

125. 150. 175.

6 4

1.0 8.0 5.0 5.0 5.0 3.5

31.37 17.75 21.30 21.56 21.56

200. 5 5.1 1600.0 5.1 1600.0 3.6 1120.0 1.0 10000.0 1.0 10000.0 1.0 10000.0 1.0 10000.0 1.0 10000.0 1.0 10000.0 1.1 10000.0 1.1 10000.0

225. 61.23 5 5.0 250. 58.13 5 5.0 275. 53.33 4 5.0 25.92

35.67 1.0 1.0 1.0

300. 325. 350.

51.12 48.87 46.64 44.47 42.37 38.44 36.32

5.0 35.67 35.67 35.67 35.67 35.67 31.37 31.37 31.37 31.37 31.37 31.37

5.0 5.0

21.56 24.51 21.56 26.22

1.0 1.0 1.0 1.0 1.0

5.0 5.0 5.0 3.5

21.56 27.91 21.56 29.60 21.56 32.95 25.92 36.38

400. 450. 500. 6

6 DWASH= MEANS NO CALC MADE (CONC = 0.0) DWASH=NO MEANS NO BUILDING DOWNWASH USED DWASH=HS MEANS HUBER-SNYDER DOWNWASH USED DWASH=SS MEANS SCHULMAN-SCIRE DOWNWASH USED DWASH=NA MEANS DOWNWASH NOT APPLICABLE, X<3*LB

6 1.0 1.1 10000.0 6 1.0 1.1 10000.0 6 1.0 1.1 10000.0 6 1.0 1.1 10000.0

**********++********t*++**********t***** *** REGULATORY (Default) ***

PERFORMING CAVITY CALCULATIONS

6 1.0 1.1 10000.0 31.37 6 1.0 1.1 10000.0 31.37 6 1.0 1.1 10000.0 31.37 6 1.0 1.1 10000.0 31.37 6 1.0 1.1 10000.0 31.37

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EPA Export 25-07-2013:16:11:44

WITH ORIGINAL SCREEN CAVITY MODEL (BRODE, 1988)

****************************************

l ** CAVITY CALCULAT CONC (UG/M**3) CRIT WS @lOM (M/S) CRIT WS @ HS (M/S) DILUTION WS (M/S) CAVITY HT (M) CAVITY LENGTH (Ml ALONGWIND DIM (Ml

‘ION - 1 *** *** CAVITY CALCULATION - 2 *** = .oooo CONC (UG/M**3) = .oooo = 99.99 CRIT WS @lOM (M/S) = 99.99 = 99.99 CRIT WS @ HS (M/S) = 99.99 = 99.99 DILUTION WS (M/S) = 99.99

7.82 CAVITY HT (M) = 7.50 = 34.40 CAVITY LENGTH (M) = 21.62 = 21.00 ALONGWIND DIM (M) = 57.00

CAVITY CONC NOT CALCULATED FOR CRIT WS > 20.0 M/S. CONC SET = 0.0

l *********************,***********,***,*

END OF CAVITY CALCULATIONS ************************t****************

*** INVERSION BREAK-UP FUMIGATION CALC. l ** CONC (UG/M**3) = .oooo DIST TO MAX (M) = 284.00

DIST TO MAX IS < 2000. M. CONC SET = 0.0

*** PLUME HEIGHT IS BELOW TIBL HEIGHT FOR DISTANCE TO SHORELINE OF 2250.00 M. NO SHORELINE FUMIGATION CALCULATION MADE.

tt*

l +***tit***+****i*ti***tt*****+***,******

l *+ SUMMARY OF SCREEN MODEL RESULTS *** ******************************iti

CALCULATION MAX CONC DIST TO TERRAIN PROCEDURE lUG/M**3) MAX (M) HT (Ml

-------------- ----------- ------- -_---_- SIMPLE TERRAIN 82.59 34. 0.

*******************************************~******** ** REMEMBER TO INCLUDE BACKGROUND CONCENTRATIONS ** t**+tt**********t*t*********t*************~*********

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A2-8 TOC. Discrete Distance Vs. Concentration A2-8 TOC. Discrete Distance Vs. Concentration Terrain Height = 0.00 m. t = 0.00 m.

t I I I I I I

Distance (m) Screen View by Lakes Environmental Software C \My Documents\lralco au modellingW&SW243TOCscr

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EPA Export 25-07-2013:16:11:44

A2-9 TOC 07/08/05 15:06:19

t** SCREEN3 MODEL RUN *** *** VERSION DATED 96043 ***

C:\My Documents\Iralco air modelling\A2-9\A2-9TOC.scr

SIMPLE TERRAIN INPUTS: SOURCE TYPE POINT EMISSION RATE (G/S) = .500000E-01 STACK HEIGHT (M) z 9.7600 STK INSIDE DIAM (M) = .4000 STK EXIT VELOCITY (M/S)= 7.4803 STK GAS EXIT TEMP (K) = 295.0000 AMBIENT AIR TEMP (K) = 287.0000 RECEPTOR HEIGHT (M) = .oooo URBAN/RURAL OPTION = RURAL BUILDING HEIGHT (M) = 7.5000 MIN HORIZ BLDG DIM (Ml = 21.0000 MAX HORIZ BLDG DIM (M) = 57.0000


STACK EXIT VELOCITY WAS CALCULATED FROM VOLUME FLOW RATE = .94000000 (M**3/S)

BUOY. FLUX = .OBO M**4/S**3: MOM. FLUX = 2.177 M**4/S**2.

+** FULL METEOROLOGY ***

*********************************c *** SCREEN AUTOMATED DISTANCES *** **********************************


DIST CONC UlOM CM) (UG/M**3) STAB (M/S)

------_ --------__ _--- -_--- 5. .oooo 0 .O

100. 55.11 6 3.0 200. 35.18 4 1.5 300. 26.52 6 2.0 400. 26.10 6 1.5 500. 24.18 6 1.5 600. 22.19 6 1.0 700. 21.01 6 1.0 800. 20.02 6 1.0 900. 18.78 6 1.0

1000. 17.41 6 1.0 1100. 16.17 6 1.0 1200. 15.01 6 1.0 1300. 13.95 6 1.0 1400. 12.97 6 1.0 1500. 12.09 6 1.0 1snn. 11.28 6 1.0 17nn. 10.56 6 1.0 1enn. 9.895 6 1.0 19c1n. 9.294 6 1.0 ‘2 0 0 c I . 8.771 6 1.0

USTK MIX HT (M/S) (Ml ----- ------

.O .O 3.0 10000.0 1.5 480.0 2.0 10000.0 1.5 10000.0 1.5 10000.0 1.0 10000.0 1.0 10000.0 1.0 10000.0 1.0 10000.0 1.0 10000.0 1.0 10000.0 1.0 10000.0 1.0 10000.0 1.0 10000.0 1.0 10000.0 1.0 10000.0 1.0 10000.0 1.0 10000.0 1.0 10000.0 1.0 10000.0

PLUME SIGMA HT (Ml Y (Ml _----- _---_-

.oo .oo 10.32 4.07 11.24 15.56 12.33 11.23 13.53 14.64 13.53 17.97 16.06 21.24 16.06 24.46 16.06 27.63 16.06 30.78 16.06 33.88 16.06 36.96 16.06 40.01 16.06 43.04 16.06 46.05 16.06 49.03 16.06 51.99 16.06 54.94 16.06 57.87 16.06 60.78 16.06 63.6R

SIGMA Z (M) DWASH --_-- -----

.OO NA 6.37 ss 9.22 ss 9.35 ss 9.02 ss

10.29 ss 10.52 SS 11.32 SS 12.35 SS 13.35 ss 14.12 SS 14.98 ss 15.81 ss 16.62 SS 17.40 ss 18.17 ss 18.92 ss 19.65 ss 20.36 ss 21.07 ss 21.63 SS

2100. 8.289 2200. 7.848 2300. 7.445 2400. 7.075 2500. 6.734 2600. 6.419 2700. 6.129 2800. 5.859 2900. 5.609 3000. 5.375 3505. 4.458 4000. 3.791 4500. 3.265 5000. 2.861 5500. 2.536 6000. 2.270

6 1.0 1.0 10000.0 6 1.0 1.0 10000.0 6 1.0 1.0 10000.0 6 1.0 1.0 10000.0 6 1.0 1.0 10000.0 6 1.0 1.0 10000.0 6 1.0 1.0 10000.0 6 1.0 1.0 10000.0 6 1.0 1.0 10000.0 6 1.0 1.0 10000.0 6 1.0 1.0 10000.0 6 1.0 1.0 10000.0 6 1.0 1.0 10000.0 6 1.0 1.0 10000.0 6 1.0 1.0 10000.0 6 1.0 1.0 10000.0

16.06 66.56 22.21 16.06 69.42 22.78 16.06 72.28 23.34 16.06 75.12 23.89 16.06 77.95 24.42 16.06 SO.76 24.95 16.06 83.57 25.47 16.06 86.36 25.98 16.06 89.15 26.48 16.06 91.92 26.98 16.06 105.65 28.98 16.06 119.17 30.84 16.06 132.50 32.57 16.06 145.67 34.21 16.06 158.69 35.76 16.06 171.58 37.23

MAXIMUM l-HR CONCENTRATION AT OR BEYOND 5. M: 75. 69.39 6 3.0 3.0 10000.0 10.09 3.15

DWASH= MEANS NO CALC MADE (CONC = 0.0) DWASH=NO MEANS NO BUILDING DOWNWASH USED DWASH=HS MEANS HUBER-SNYDER DOWNWASH USED DWASH=SS MEANS SCHULMAN-SCIRE DOWNWASH USED DWASH=NA MEANS DOWNWASH NOT APPLICABLE, X<3*LB

**********+*****ii*************** ii* SCREEN DISCRETE DISTANCES *** *********************************

6.03

ss

ss

SS

ss

ss

ss

ss

ss ss

ss

ss

ss

ss

ss

ss

ss

ss


DIST (M)

------- 5.

25. 50. 75.

100. 125. 150. 175. 200. 225. 275. 300. 325. 350. 375. 400. 450. 500.

CONC UlOM USTK MIX HT (UG/M**3) STAB (M/S) (M/S) CM) _-------_- -_-- ----- ----- ------

.oooo 0 .o .o .O 37.33 6 4.0 4.0 10000.0 58.89 6 3.0 3.0 10000.0 69.39 6 3.0 3.0 10000.0 55.11 6 3.0 3.0 10000.0 45.44 6 3.0 3.0 10000.0 38.32 6 3.0 3.0 10000.0 37.15 4 1.5 1.5 480.0 35.18 4 1.5 1.5 480.0 32.62 4 1.5 1.5 480.0 29.35 6 2.0 2.0 10000.0 28.52 6 2.0 2.0 10000.0 27.64 6 2.0 2.0 10000.0 26.73 6 2.0 2.0 10000.0 26.38 6 1.5 1.5 10000.0 26.10 6 1.5 1.5 10000.0 25.26 6 1.5 1.5 10000.0 24.18 6 1.5 1.5 10000.0

MEANS NO CALC MADE (CONC = 0.0) DWASH=NO MEANS NO BUILDING DOWNWASH USED DWASH=HS MEANS HUBER-SNYDER DOWNWASH USED DWASH=SS MEANS SCHULMAN-SCIRE DOWNWASH USED DWASH-NA MEANS DOWNWASH NOT APPLICABLE, X<J'LB

*********,*+*********+**+*****++++****+*

PLUME SIGMA SIGMA HT (M) Y (Ml Z CM) DWASH ------ ------ ------ -----

.00 .00 .oo NA 9.61 1.12 3.88 ss 9.91 2.14 4.74 ss

10.00 3.12 6.01 SS 10.32 4.07 6.37 ss 10.61 5.00 6.72 SS 10.93 5.92 7.07 ss 11.24 13.76 8.30 ss 11.24 15.56 3.22 ss 11.24 17.35 10.13 ss 12.33 10.37 8.02 ss 12.33 11.23 8.35 ss 12.33 12.09 8.68 SS 12.33 12.95 9.01 ss 13.53 13.79 8.70 ss 13.53 14.64 9.02 ss 13.53 16.31 9.66 SS 13.53 17.97 10.29 ss

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EPA Export 25-07-2013:16:11:45

*** REGULATORY (Default) *** PERFORMING CAVITY CALCULATIONS


****************************************

*** CAVITY CALCULATION - 1 *** *** CAVITY CALCULATION - 2 *** CONC (UG/M**3) = .oooo CONC (UG/M**3) = .OOOB CRIT WS @lOM (M/S) = 33.33 CRIT WS @lOM (M/S) = 99.39 CRIT WS @ HS (M/S) = 99.93 CRIT WS @ HS (M/S) = 33.99 DILUTION WS (M/S) = 99.33 DILUTION WS (M/S) = 99.99 CAVITY HT (M) = 7.82 CAVITY HT (M) 7.50 CAVITY LENGTH (Ml = 34.40 CAVITY LENGTH IM) = 21.62 ALONGWIND DIM (Ml = 21.00 ALONGWIND DIM (M) = 57.00


**************************************** END OF CAVITY CALCULATIONS

******+*********t+*i**********

*** SUMMARY OF SCREEN MODEL RESULTS *** ***************************************

CALCULATION MAX CONC DIST TO TERRAIN PROCEDURE (UG/M**3) MAX (Ml HT (Ml

-------------- ----------- ------- - - - - - - - SIMPLE TERRAIN 69.39 75. 0.

** REMEMBER TO INCLUDE BACKGROUND CONCENTRATIONS ** ******t*C+***~*lt*****~+~~~,,,*****"l***********

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10

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A2-9 TOC. Discrete Distance Vs. Concentration Terrain Height = 0.00 m.

I I I I I I I I 11 l 11 11 l l l l l l l l ’ l

t 50 Id0 150 200 2ko 3 Distance (m) Distance (m)

1

I I I I I I I I I I I I IIIIIIlIlIllll~~lllI I I I I I I I I I I I I

IO IO 350 350 400 400 450 450 500 500

Screen View by Lakes Environmental Software C.\My Documents\lralco air modelling\A2-9\A2-9TOC.scr

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A2-9 TOC. Automated Distance Vs. Concentration 60

Terrain Height = 0.00 m. Terrain Height = 0.00 m.

20100 30bo 4600 50100 6dOO Distance (m) Distance (m)

Screen View by Lakes Environmental Sofhvare C.\My Documents\lralco ar modellingUQ-SW-9TOC.scr

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A2-10 TOC

*** SCREEN3 MODEL RUN *** *** VERSION DATED 96043 +**

C:\My Documents\Iralco air modelling\AZ-lO\AZ-lOTOC.scr

SIMPLE TERRAIN INPUTS: SOURCE TYPE = POINT EMISSION RATE (G/S) = .770000E-01 STACK HEIGHT (M) 9.7600

.4000 2.6261

373.0000 284.0000

.oooo RURAL

7.5000 21.0000 57.0000

STK INSIDE DIAM (M) = STK EXIT VELOCITY (M/S)= STK GAS EXIT TEMP (K) '= AMBIENT AIR TEMP iK) = RECEPTOR HEIGHT (M) = URBAN/RURAL OPTION = BUILDING HEIGHT (M) = MIN HORIZ BLDG DIM (M) = MAX HORIZ BLDG DIM (M) =

07/08/05 15:10:12

2100. 12.11 6 1.0 1.0 10000.0 17.24 66.56 22.89 2200. 11.49 6 1.0 1.0 10000.0 17.24 69.42 23.45 2300. 10.92 6 1.0 1.0 10000.0 17.24 72.28 24.00 2400. 10.39 6 1.0 1.0 10000.0 17.24 75.12 24.53 2500. 9.904 6 1.0 1.0 10000.0 17.24 77.95 25.06 2600. 9.455 G 1.0 1.0 10000.0 17.24 80.76 25.57 2700. 9.038 6 1.0 1.0 10000.0 17.24 83.57 26.08 2800. 0.651 6 1.0 1.0 10000.0 17.24 86.36 26.58 2900. 8.357 6 1.0 1.0 10000.0 17.24 89.15 26.71 3000. 8.024 6 1.0 1.0 10000.0 17.24 91.92 27.17 3500. 6.680 6 1.0 1.0 10000.0 17.24 105.65 29.16 4000. 5.684 6 1.0 1.0 10000.0 17.24 119.17 31.00 4500. 4.920 6 1.0 1.0 10000.0 17.24 132.50 32.73 5000. 4.318 6 1.0 1.0 10000.0 17.24 145.67 34.36 5500. 3.834 6 1.0 1.0 10000.0 17.24 158.69 35.90 6000. 3.437 6 1.0 1.0 10000.0 17.24 171.58 37.37

5.04

ss ss SS SS ss SS ss ss ss ss ss ss ss ss ss ss

ss MAXIMUM l-HR CONCENTRATION AT OR BEYOND 5. M:

39. 149.4 6 2.5 2.5 10000.0 10.12 1.74


*t*ti***********,******+********** *** SCREEN DISCRETE DISTANCES *** ******f****C******C******CCCCC



BUOY. FLUX = .246 M'*4/S**3; MOM. FLUX = .210 M'*4/S**2.

*** FULL METEOROLOGY *** *** TERRAIN HEIGHT OF 0. M ABOVE STACK BASE USED FOR FOLLOWING DISTANCES ***

*** SCREEN AUTOMATED DISTANCES *** DIST ********************************** (M)

5. 25. 39. 50. 75.

100. 125. 150. 175. 200. 225. 250. 275. 300. 325. 350. 375. 400. 450. 500.

CONC UlOM USTK MIX HT (UG/M**3) STAB (M/S) (M/S) CM)

__________ ___- ----- ----- ------ .oooo 0 .o .o .o 140.7 6 2.0 2.0 10000.0 149.4 6 2.0 2.0 10000.0 148.3 6 2.5 2.5 10000.0 134.8 6 2.5 2.5 10000.0 112.7 4 1.0 1.0 320.0 108.7 4 1.0 1.0 320.0 100.9 a 1.0 1.0 320.0 91.92 83.08 74.07 67.70 61.33 55.71 50.76 46.41 42.57 40.70 37.71 31.10

Q 1.0 1.0 320.0 4 1.0 1.0 320.0 4 1.0 1.0 320.0 4 1.0 1.0 320.0 4 1.0 1.0 320.0 4 1.0 1.0 320.0 4 1.0 1.0 320.0 4 1.0 1.0 320.0 4 1.0 1.0 320.0 6 1.0 1.0 10000.0 6 1.0 1.0 10000.0 6 1.0 1.0 10000.0

PLUME HT (Ml ------

.00 10.05 10.43 10.31 10.92 11.44 11.44 11.44 11.44 11.44 11.44 11.44 11.44 11.44 11.44 11.44 11.44 17.24 17.24 17.24

SIGMA y (M)

_----- .oo

1.12 1.70 2.14 3.12 8.20

10.00 11.93 13.76 15.56 17.35 19.12 20.67 22.61 24.34 26.05 27.76 14.64 16.31 11.97

SIGMA Z IMI

_----- .oo

4.15 4.07 5.57 7.06 7.02 7.96 0.88 9.80

10.69 11.58 12.19 12.99 13.79 14.58 15.36 16.12 10.39 10.59 11.17

DWASH -----

NA SS SS ss ss ss ss ss ss ss ss ss ss SS ss ss ss ss ss SS

DWASH= MEANS NO CALC MADE (CONC = 0.0)

+'* TERRAIN HEIGHT OF 0. M ABOVE STACK BASE USED FOR FOLLOWING DISTANCES ***

DIST CONC (Ml (UG/M**3) STAB

------- ---------- ---- 5. .oooo 0

100. 112.7 4 200. 83.08 4 300. 55.71 4 400. 40.70 6 500. 31.10 6 600. 34.87 6 700. 32.36 6 800. 29.56 6 900. 27.28 6

1000. 25.18 6 1100. 23.27 6 1200. 21.55 6 1300. 20.00 6 1400. 10.60 6 11~00. 17.35 6 1600. 16.22 6 17no. 15.19 G 1 ti 0 0 . 14.26 6 lQil0. 13.54 6 21no. 12.60 6

UlOM (M/S)

----- .O

1.0 1.0 1.0 1.0

USTK MIX HT lM/S) CM)

----- ------ .O .O

1.0 320.0 1.0 320.0 1.0 320.0 1.0 10000.0

PLUME SIGMA HT (M) Y (Ml -----_ -_-_--

.oo .oo 11.44 8.20 11.44 15.56 11.44 22.61 17.24 14.64 17.24 17.97 17.24 21.24 17.24 24.46 17.24 27.63 17.24 30.78 17.24 33.88 17.24 36.96 17.24 40.01 17.24 43.04 17.24 46.05 17.24 49.03 17.14 51.99 17.24 54.94 17.24 57.87 17.24 60.78 17.24 63.68

SIGMA Z (Ml

------ .oo

7.02 10.69 13.79

DWASH

NA ss ss SS ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss

10.39 11.17 12.20

1.0 1.0

1.0 10000.0 1.0 10000.0

1.0 1.0 1.0 1.0 1.0

1.0 10000.0 1.0 10000.0 1.0 10000.0 1.0 10000.0 1.0 10000.0

13.20 13.69 14.77 15.61 16.42 17.21 17.90 18.74 19.47 20.19 20.89 21.58 21.74 22.33

1.0 1.0

1.0 10000.0 1.0 10000.0

1.0 1.0 1.0 1.0 1.0

1.0 10000.0 1.0 10000.0 1.0 10000.0 1.0 10000.0 1.0 10000.0 1.0 10000.0 1.0 10000.0

DWASH=NO MEANS NO BUILDING DOWNWASH IISEI? DWASIl=HS MEANS HUBER-SNYDER DOWNWASH USED DWASH=SS MEANS SCHULMAN-SCIRE DOWNWASH IlSED DWASIi=NA MEANS DOWNWASH NOT APPLICABLE, X*3*LB

1.0 1.0

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EPA Export 25-07-2013:16:11:45

*******************************I*********

*** REGULATORY (Default) *'* PERFORMING CAVITY CALCULATIONS


********f**C***t**C*ti********************

*** CAVITY CALCULATION - 1 *** *** CAVITY CALCULATION - 2 +** CONC (UG/M**3) = .OOOO CONC (UG/M**3) = .OOOO CRIT WS @lOM (M/S) = 99.33 CRIT WS @lOM (M/S) = 99.99 CRIT WS @ HS (M/S) = 39.39 CRIT WS @ HS (M/S) = 99.99 DILUTION WS (M/S) = 99.33 DILUTION WS (M/S) = 39.33 CAVITY HT (M) = 7.82 CAVITY HT (M) = 1.50 CAVITY LENGTH (M) = 34.40 CAVITY LENGTH (Ml = 21.62 ALONGWIND DIM (M) = 21.00 ALONGWIND DIM (M) = 57.00


**ii***ill*******t********************** END OF CAVITY CALCULATIONS

****************************************

******************I**************~*****

*** SUMMARY OF SCREEN MODEL RESULTS *** ****tt*********************************

CALCULATION MAX CONC DIST TO TERRAIN PROCEDURE (UG/M**3) mx (Ml HT (Ml

-------------- ----------- --_-___ _______ SIMPLE TERRAIN 149.4 39. 0.

***ti**t*+*******************************~******~*+ ** REMEMBER TO INCLUDE BACKGROUND CONCENTRATIONS ** ***************+*~+****~~~~~****~~*~*~~~~~*******~~

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A24 0 TOC. Discrete Distance Vs. Concentration Terrain Height = 0.00 m. -

150

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I I I I

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III1 III1 IIII IIII Ill1

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C \My Documents\lralco au modelling\A2-lO\A2-lOTOC.sct

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A2-11 TOC 07/08/05 15:19:06

*** SCREEN3 MODEL RUN *** *** VERSION DATED 96043 '**

C:\My Documents\Iralco air modelling\A2-ll\A2-llTOC.scr

SIMPLE TERRAIN INPUTS: SOURCE TYPE c POINT EMISSION RATE (G/S) = .310000E-01 STACK HEIGHT (M) 9.3600 STK INSIDE DIAM (M) = .4000 STK EXIT VELOCITY (M/S)= 3.0239 STK GAS EXIT TEMP (Kl = 425.0000 AMBIENT AIR TEMP iK) = 287.0000 RECEPTOR HEIGHT (M) = .oooo URBAN/RURAL OPTION = RURAL BUILDING HEIGHT (M) = 7.5000 MIN HORIZ BLDG DIM (M) = 21.0000 MAX HORIZ BLDG DIM (M) = 57.0000



BUOY. FLUX = .385 M**4/S**3; MOM. FLUX = .247 M**4/S*'2.


*****************++*************** '** SCREEN AUTOMATED DISTANCES *** **********************************


DIST IM)

---__-- 5.

100. 200. 300. 400. 500. 600. 700. 800. 900.

1000. 1100. 1200. 1300. 1400. 1500. 1600. 1700. IROO. 1 ~i,'O ,

CONC (UG/M**3)

UlOM (M/S) STAB

.oooo 40.63 26.31 20.25 14.71 11.61 11.33 10.84 10.07 3.469 8.873 8.304 7.171 7.277 6.823 6.405 6.023 5.672 5.351 5.OSG

0

USTK MIX HT (M/S) (Ml

----- ------ .O

1.5 1.0

.O .O 1.5 480.0 1.0 320.0

1.0 1.0 1.5 1.0 1.0

SIGMA Z (M) DWASH

------ ----- .OO NA

7.67 ss 10.76 SS 13.85 ss 16.94 ss 11.67 SS 12.25 SS

6 1.0 6 1.0

1.0 1.0 1.0 1.0 1.0

6 6

1.0 320.0 1.0 320.0 1.5 10000.0 1.0 10000.0 1.0 10000.0 1.0 10000.0 1.0 10000.0 1.0 10000.0 1.0 10000.0 1.0 10000.0 1.0 10000.0 1.0 10000.0 1.0 10000.0 1.0 10000.0 1.0 10000.0 1.0 10000.0 1.n 10000.0

6 1.0 6 1.0

1.0 1.0 1.0

PLUME SIGMA HT (Ml Y (M) ------ _-----

.oo .oo 10.55 8.20 13.03 15.56 13.03 22.61 13.03 23.45 16.45 17.97 19.05 21.24 19.05 24.46 19.05 27.63 19.05 30.78 19.05 33.88 19.05 36.96 19.05 40.01 19.05 43.04 19.05 46.05 19.05 49.03 19.05 51.99 19.05 54.34 19.n5 57.87 19.05 60.78

13.25 SS 13.94 ss 14.81 ss 15.65 SS 16.46 SS 17.25 SS 18.02 ss 18.77 ss 19.51 ss 20.22 ss 20.93 ss 21.62 SS 21.77 SS

2000. 2100. 2200. 2300. 2400. 2500. 2600. 2700. 2800. 2900. 3000. 3500. 4000. 4500. 5000. 5500. 6000.

4.823 4.580 4.357 4.151 3.960 3.783 3.619 3.466 3.324 3.213 3.089 2.587 2.211 1.921 1.691

6 1.0 1.0 10000.0 19.05 63.68 22.35 6 1.0 1.0 10000.0 19.05 66.56 22.92 6 1.0 1.0 10000.0 19.05 63.42 23.47 6 1.0 1.0 10000.0 19.05 72.28 24.02 6 1.0 1.0 10000.0 19.05 75.12 24.55 6 1.0 1.0 10000.0 19.05 77.35 25.08 6 1.0 1.0 10000.0 19.05 80.76 25.59 6 1.0 1.0 10000.0 19.05 83.57 26.10 6 1.0 1.0 10000.0 19.05 86.36 26.60 6 1.0 1.0 10000.0 19.05 89.15 26.73 6 1.0 1.0 10000.0 19.05 91.92 27.18 6 1.0 1.0 10000.0 19.05 105.65 29.17 6 1.0 1.0 louoo.o 19.05 119.17 31.01 6 1.0 1.0 10000.0 19.05 132.50 32.74 6 1.0 1.0 10000.0 19.05 145.67 34.37 6 1.0 1.0 10000.0 19.05 158.69 35.91 6 1.0 1.0 10000.0 19.05 171.58 37.38

4.19

ss ss ss ss SS ss ss ss ss ss ss ss ss ss ss ss ss

ss

1.504 1.351

MAXIMUM l-HR CONCENTRATION AT OR BEYOND 5. M: 23. 72.40 6 2.0 2.0 10000.0 3.75 l.OB


****it*************************** *** SCREEN DISCRETE DISTANCES *** **********************************


DIST CONC UlOM CM) (UG/M**3) STAB (M/s)

USTK MIX HT (M/S) (Ml __--- _----_

.O .O 2.0 10000.0 2.0 10000.0 2.5 10000.0 2.5 10000.0 1.5 480.0 1.5 480.0 1.0 320.0 1.0 320.0 1.0 320.0 1.0 320.0 1.0 320.0 1.0 320.0 1.0 320.0 1.0 320.0 1.0 320.0 1.0 320.0

PLUME SIGMA HT CM) Y CM) ------ ------

.oo .oo 9.72 1.04 3.73 1.12

10.16 2.14 11.02 3.12 10.55 8.20 10.55 lO.OR 13.03 11.93 13.03 13.76 13.03 15.56 13.03 17.35 13.03 19.12 13.03 20.87 13.03 22.61 13.03 24.34 13.03 26.05 13.03 27.76 13.03 29.4s 13.03 32.82 16.45 17.97

SIGMA Z (Ml DWASH

_----- ----- .oo NA

4.13 ss 4.24 ss 5.70 ss 7.23 ss 1.67 ss a. 60 ss n .35 ss 9.86 ss

10.76 ss 11.64 ss 12.24 ss 13.05 ss 13.85 ss 14.64 ss 15.41 ss 16.18 ss 16.94 SS 18.43 SS 11.67 ss

____------ ---- ,oooo 0 72.40 6 72.25 6 66.04 6 54.83 6 40.63 4 35.76 4 32.03 4 30.39 4 28.31 4 26.13 4 23.34 4 22.01 4 20.25 4 18.64 4 11.19 4 15.89 4 14.71 4 12.71 4 11.61 6

.O 2.0 2.0 2.5 2.5 1.5 1.5 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.5

5. 23. 25. 50. 75.

100. 125. 150. 175. 200. 225. 250. 275. 300. 325. 350. 375. 400. 4 5 0 * 500.

1.0 320.0 1.0 720.0 1.5 10000.0

DWASH= MEANS NO CALC MADE (CONC = 0.0) DWASII=NO MEANS NO BUILDING DOWNWASH USED DWASH=HS MEANS HUBER-SNYDER DOWNWASH USED DWASll=SS MEANS SCHULMAN-SCIRE DOWNWASH CISP:D

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EPA Export 25-07-2013:16:11:46

DWASH=NA MEANS DOWNWASH NOT APPLICABLE, X<3*LB

iC*it*tt***C1**********t*************lll *** REGULATORY (Default) ***

PERFORMING CAVITY CALCULATIONS WITH ORIGINAL SCREEN CAVITY MODEL

(BRODE, 1988) ****************************************

*** CAVITY CALCULATION - 1 *** '** CAVITY CALCULATION - 2 *** CONC IUG/M**31 = .OOOO CONC IUG/M**31 = .OOOO CRIT !i!i@lOM iM/S) = 99.99 CRIT iS @lOM iMIS) = 99.99 CRIT WS @ HS (M/S) = 99.99 CRIT WS @ HS (M/S) = 99.99 DILUTION WS (M/S) = 33.33 DILUTION WS (M/S) = 99.39 CAVITY HT (M) = 7.82 CAVITY HT (M) = 7.50 CAVITY LENGTH (Ml = 34.40 CAVITY LENGTH (Ml = 21.62 ALONGWIND DIM (M) = 21.00 ALONGWIND DIM (M) = 57.00


*********************,,**************k* END OF CAVITY CALCULATIONS

*t*i*******************,****************

*********1*t***************************

*** SUMMARY OF SCREEN MODEL RESULTS *** ****************+++**ttttitt+t*********

CALCULATION MAX CONC DIST TO TERRAIN PROCEDURE lUG/M**3) MAX CM) HT (M)

---------_---- ---__------ ____--- ------- SIMPLE TERRAIN 72.40 23. 0.

** REMEMBER TO INCLUDE BACKGROUND CONCENTRATIONS +* *t**~~*C*****t**"+***'***'*X*C*************.~~~~*~~~~+~**

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EPA Export 25-07-2013:16:11:46

A24 1 TOC. Discrete Distance Vs. Concentration Terrain Height = 0.00 m.

70

Screen View by Lakes Enwronmental Software

I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I

150 200 250 300 350 400 450 500 Distance (m)

C \My Documents\lralco air modellingK&1 lK?-1 lTOC.scr

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I I I I 1 1 I I I I I I I I 1 I I I I J I I I f

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EPA Export 25-07-2013:16:11:46

A2-12 TOC

**t SCREEN3 MODEL RUN *** *+* VERSION DATED 96043 ***

C:\My Documents\Iralco air modelling\A2-12\A2-12TOC.scr

SIMPLE TERRAIN INPUTS: SOURCE TYPE POINT EMISSION RATE (G/S) = 136000 STACK HEIGHT (M) = ;0.1000 STK INSIDE DIAM (M) = .5000 STK EXIT VELOCITY (M/S)= 7.1811 STK GAS EXIT TEMP (K) = 290.0000 AMBIENT AIR TEMP (K) = 287.0000 RECEPTOR HEIGHT (M) = .oooo URBAN/RURAL OPTION = RURAL

07/08/05 15:24:07

2300. 2400. 2500. 2600. 2700. 2800. 2900. 3000. 3500. 4000. 4500. 5000. 5500. 6000.

19.19 18.28 17.43 16.65 15.92 15.24 14.61 14.02 11.69 9.950 6 1.0 1.0 10000.0 8.617 6 1.0 1.0 10000.0 7.566 6 1.0 1.0 10000.0

6 1.0 1.0 10000.0 6 1.0 1.0 10000.0 6 1.0 1.0 10000.0 6 1.0 1.0 10000.0 6 1.0 1.0 10000.0 6 1.0 1.0 10000.0 6 1.0 1.0 10000.0 6 1.0 1.0 10000.0 6 1.0 1.0 10000.0

17.63 72.28 23.34 17.63 75.12 23.89 17.63 77.95 24.42 17.63 80.76 24.95 17.63 83.57 25.47 17.63 86.36 25.98 17.63 89.15 26.48 17.63 91.92 26.98 17.63 105.65 26.98 17.63 119.17 30.84 17.63 132.50 32.57 17.63 145.67 34.21 17.63 158.69 35.76 17.63 171.58 37.23

ss ss ss ss SS SS SS ss ss ss ss ss ss ss

ss

6.719 6 1.0 1.0 10000.0 6.025 6 1.0 1.0 10000.0

MAXIMUM l-HR CONCENTRATION AT OR BEYOND 5. M: 75. 151.0 6 3.0 3.0 10000.0 10.34 3.15 5.64


t*t**************+i**************

BUILDING HEIGHT (M) = 7.5000 MIN HORIZ BLDG DIM (M) = 21.0000 MAX HORIZ BLDG DIM (M) = 57.0000


STACK EXIT VELOCITY WAS CALCULATED FROM VOLUME FLOW RATE = 1.4100000 (M**3/S)

BUOY. FLUX = .046 M**4/S**3; MOM. FLUX = 3.190 M**4/S**2.


*t*t******************************

*** SCREEN DISCRETE DISTANCES *** *************it***********,****,*


DIST CONC UlOM USTK MIX HT PLUME (Ml (UG/M**3) STAB (M/S) (M/S) (Ml HT (Ml

------- ---------- ---- _--_- _---_ ___-_- --____ 5. .oooo 0 .O .O .O .oo

25. 55.95 6 4.0 4.0 10000.0 10.19 50. 111.0 6 4.0 4.0 10000.0 10.19

SIGMA SIGMA Y (Ml Z (M)

----_- -_____ .oo .oo

1.12 3.67 2.14 4.81 3.12 5.63 4.07 5.99 5.00 6.35 5.92 6.70

DWASH -----

NA ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss

*** SCREEN AUTOMATED DISTANCES *** *t***t****i***************t********

l ** TERRAIN HEIGHT OF 0. M ABOVE STACK BASE USED FOR FOLLOWING DISTANCES ***

DIST WI

_---_-- 5.

100. 200. 300. 400. 500. 600. 700. 800. 900.

1000. 1100. 1200. 1300. 1400. 1500. 1600. 1700. 1800. 1900. 2000. 2100. 2200.

CONC UlOM (UG/M**3) STAB (M/S) ------_-__ ___- ---__

.oooo 0 .O 127.9 6 3.0 84.60 6 2.5 77.00 6 2.0 71.25 6 1.5 67.14 6 1.5

USTK MIX HT (M/S) (Ml _--__ ______

1.5 10000.0

3:o 0 10000.0 .O

2.5

1.5 10000.0

10000.0 2.0 10000.0 1.5

1.5 10000.0

10000.0 1.5 10000.0

PLUME HT (Ml

SIGMA Y WI

-_____ .oo

4.07 7.73

11.23 14.64 17.97 21.24 24.46 27.63 30.78 33.88 36.96 40.01 43.04 46.05 49.03 51.99 54.94 57.87 60.78 63.68 66.56 69.42

SIGMA Z (M) DWASH

.OO NA 5.99 ss 7.05 ss 7.93 ss 8.55 SS 9.83 ss

10.67 SS

75. 151.0 6 3.0 3.0 10000.0 10.34 100. 127.9 6 3.0 3.0 10000.0 10.47 125. 110.3 6 3.0 3.0 10000.0 10.66 150. 96.66 6 3.0 3.0 10000.0 10.88

.oo 10.47 11.45 11.99 13.07 13.07 13.07 13.07 13.07 13.07 17.63 17.63 17.63 17.63 17.63 17.63 17.63 17.63 17.63 17.63 17.63 17.63 17.63

175. 87.49 6 2.5 2.5 10000.0 11.45 6.83 6.70 200. 84.60 6 2.5 2.5 10000.0 11.45 7.73 7.05 225. 81.55 6 2.5 2.5 10000.0 11.45 250. 79.64 6 2.0 2.0 10000.0 11.99 275. 78.54 6 2.0 2.0 10000.0 11.99 300. 77.00 6 2.0 2.0 10000.0 11.99 325. 75.13 6 2.0 2.0 10000.0 11.99 350. 73.05 6 2.0 2.0 10000.0 11.99 375. 71.47 6 1.5 1.5 10000.0 13.07 400. 71.25 6 1.5 1.5 10000.0 13.07 450. 69.68 6 1.5 1.5 10000.0 13.07 500. 67.14 6 1.5 1.5 10000.0 13.07


t******t****+*******************t**+tt***.*** *** REGULATORY (Default) ***

PERFORMING CAVITY CALCULATIONS WITH ORIGINAL SCREEN CAVITY MODEL

8.62 7.39 9.50 7.25

10.37 7.59 11.23 7.93

59.82

43.17

6

6

1.5

1.5 41.00

53.81

6

6

1.0 38.75

1.5

6

48.17

1.0 36.47

6

6

1.5

1.0 34.25 6 1.0 32.16 6 1.0 30.20 6 1.0 28.38 6 1.0 26.71 6 1.0 25.16 6 1.0 23.74 6 1.0 22.43 6 1.0 21.26 6 1.0 20.18 6 1.0

12.09 8.26 12.95 8.59 13.79 8.22 14.64 8.55 16.31 9.20 17.97 9.83

11.76 ss 12.77 SS 13.75 ss 13.95 ss 14.82 ss 15.66 SS

1.5 10000.0 1.0 10000.0 1.0 10000.0 1.0 10000.0 1.0 10000.0 1.0 10000.0 1.0 10000.0 1.0 10000.0 1.0 10000.0 1.0 10000.0 1.0 10000.0 1.0 10000.0 1.0 10000.0 1.0 10000.0

16.47 SS 17.26 SS 18.03 ss 18.78 ss 19.52 ss 20.23 SS 20.94 ss 21.63 SS 22.21 ss 22.78 SS

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(ERODE, 1988) ****************************************

*** CAVITY CALCULATION - 1 *** l ** CAVITY CALCULATION CONC (UG/M**3) = .oooo CONC (UG/M**3) CRIT WS @lOM (M/S) = 99.99 CRIT WS @lOM (M/S1 CRIT WS @ HS (M/S) = 99.99 CRIT WS @ HS (M/S) DILUTION WS (M/S) = 99.99 DILUTION WS (M/S) CAVITY HT iM) = 7.82 CAVITY HT (M) CAVITY LENGTH (M) = 34.40 CAVITY LENGTH (M) ALONGWIND DIM (M) = 21.00 ALONGWIND DIM (M)

* tit .oooo 99.99 99.99 99.99

7.50 21.62 57.00


l *****t***ti***ti*ttititt*iit/i*****************

END OF CAVITY CALCULATIONS l *********ti*********iitt********+*********

*** INVERSION BREAK-UP FUMIGATION CALC. *** CONC lUG/M**3) = .oooo DIST TO MAX (M) = 100.00

DIST TO MAX IS < 2000. M. CONC SET = 0.0

*** PLUME HEIGHT IS BELOW TIBL HEIGHT FOR DISTANCE TO SHORELINE OF 2250.00 M. NO SHORELINE FUMIGATION CALCULATION MADE.

t**

*********tt**********t****************** *+* SUMMARY OF SCREEN MODEL RESULTS *** *i***C*t*it**********tttttt*****************

CALCULATION MAX CONC DIST TO TERRAIN PROCEDURE (UG/M**3) MAX (M) HT (M)

SIMPLE TERRAIN 151.0 75. 0.

***********************t***********~**~*,*,,+~~***~* ** REMEMBER TO INCLUDE BACKGROUND CONCENTRATIONS ** *********************************t***********~**~,~~

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A2-12 TOC. Discrete Distance Vs. Concentration Terrain Height = 0.00 m.

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A24 2 TOC. Automated Distance Vs. Concentration Terrain Height = 0.00 m.

s :: E 9

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