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03/16/06 10:39:02 SCREEN3 MODEL RUN *� VERSION DATED 96043 Stockton test 2in dia 6ft ht 25cfm 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)= 6.0090 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 = 25.000000 (ACFM) BUOY. FLUX = .000 M**4/S**3; MOM. FLUX = .023 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 ------- ---------- ---- ----- ----- ------ ------ ------ ------ ----- 10. .2536E+05 3 1.0 1.0 320.0 2.90 2.21 2.02 NO 100. 3665. 5 1.0 1.0 10000.0 2.90 10.79 7.46 NO 200. 1049. 5 1.0 1.0 10000.0 2.90 21.17 14.04 NO 300. 506.7 5 1.0 1.0 10000.0 2.90 31.18 19.93 NO 400. 305.9 5 1.0 1.0 10000.0 2.90 40.85 25.30 NO 500. 208.7 5 1.0 1.0 10000.0 2.90 50.21 30.24 NO MAXIMUM 1-HR CONCENTRATION AT OR BEYOND 10. M: 10. .2536E+05 3 1.0 1.0 320.0 2.90 2.21 2.02 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 SUMMARY OF SCREEN MODEL RESULTS CALCULATION MAX CONC DIST TO TERRAIN PROCEDURE (UG/M*3) MAX (M) HT (M) -------------- ----------- ------- ------- SIMPLE TERRAIN .2536E+05} 10. 0.