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03/09/06 12:29:53 SCREEN3 MODEL RUN VERSION DATED 96043 Stockton test tin dia 6ft ht 100cfm 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)= 24.0361 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 = 100.00000 (ACFM) BUOY. FLUX = .000 M**4/S**3; MOM. FLUX = .361 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. 5973. 6 1.0 1.0 10000.0 5.29 5.53 3.97 NO 100. 3053. 6 1.0 1.0 10000.0 5.29 10.83 7.52 NO 200. 995.1 6 1.0 1.0 10000.0 5.29 21.19 14.06 NO 300. 493.7 6 1.0 1.0 10000.0 5.29 31.20 19.95 NO 400. 301.1 6 1.0 1.0 10000.0 5.29 40.86 25.32 NO 500. 206.4 6 1.0 1.0 10000.0 5.29 50.22 30.25 NO 600. 152.4 6 1.0 1.0 10000.0 5.29 59.28 34.84 NO 700. 118.4 6 1.0 1.0 10000.0 5.29 68.07 39.12 NO 800. 95.56 6 1.0 1.0 10000.0 5.29 76.60 43.16 NO 900. 79.31 6 1.0 1.0 10000.0 5.29 84.90 46.98 NO 1000. 67.29 6 1.0 1.0 10000.0 5.29 92.97 50.61 NO MAXIMUM 1-HR CONCENTRATION AT OR BEYOND 50. M: 50. 5973. 6 1.0 1.0 10000.0 5.29 5.53 3.97 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