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03/09/06 12:45:55 ~~ SCREEN3 MODEL RUN ~~ VERSION DATED 96043 stockton test tin dia 6ft ht 250cfm SIMPLE TERRAIN INPUTS: SOURCE TYPE = POINT EMISSION RATE (G/S) = 1.00000 STACK HEIGHT (M) = 2.0000 STK INSIDE DIAM (M) _ .0500 STK EXIT VELOCITY (M/S)= 60.0902 STK GAS EXIT TEMP (K) = 293.0000 AMBIENT AIR TEMP (K) = 293.0000 RECEPTOR HEIGHT (M) _ .0000 URBAN/RURAL OPTION = URBAN BUILDING HEIGHT (M) _ .0000 MIN HORIZ BLDG DIM (M) = .0000 MAX HORIZ BLDG DIM (M) = .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 = 250.00000 (ACFM) BUOY. FLUX = .000 M**4/s**3; MOM. FLUX = 2.257 M^"*4/S**2. * FULL METEOROLOGY "~~ SCREEN AUTOMATED DISTANCES *� TERRAIN HEIGHT OF 0. M ABOVE STACK BASE USED FOR FOLLOWING DISTANCES DIST CONC U10M USTK MIX HT PLUME SIGMA SIGMA (M) (UG/M* 3) STAB (M/S) (M/S) (M) HT (M) Y (M) Z (M) DWASH ------- ---------- ---- ----- ----- ------ ------ ------ ------ ----- 50. 2184. 5 3.0 3.0 10000.0 5.00 5.51 3.95 NO 100. 2187. 6 1.0 1.0 10000.0 8.06 10.92 7.66 NO 200. 901.0 6 1.0 1.0 10000.0 8.06 21.24 14.14 NO 300. 469.8 6 1.0 1.0 10000.0 8.06 31.23 20.01 NO 400. 291.9 6 1.0 1.0 10000.0 8.06 40.89 25.36 NO 500. 201.9 6 1.0 1.0 10000.0 8.06 50.24 30.29 No 600. 149.9 6 1.0 1.0 10000.0 8.06 59.30 34.87 NO 700. 116.9 6 1.0 1.0 10000.0 8.06 68.08 39.15 NO 800. 94.55 6 1.0 1.0 10000.0 8.06 76.61 43.18 NO 900. 78.60 6 1.0 1.0 10000.0 8.06 84.91 47.00 No 1000. 66.77 6 1.0 1.0 10000.0 8.06 92.98 50.63 No MAXIMUM 1-HR CONCENTRATION AT OR BEYOND 50. M: 70. 2591. 6 1.0 1.0 10000.0 8.06 7.89 5.67 NO 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 SCREEN DISCRETE DISTANCES "~