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0 BIOPLUME II <br /> 1CONTAMINANT TRANSPORT UNDER THE INFLUENCE OF OXYGEN LIMITED BIODEGRADATION <br /> OREGAL 604, GASOLINE INFILTRATION <br /> 0 I N P U T D A T A <br /> 0 GRID DESCRIPTORS <br /> NX (NUMBER OF COLUMNS) = 20 <br /> NY (NUMBER OF ROWS) = 20 <br /> XDEL (X-DISTANCE IN FEET) = 10 0 <br /> YDEL (Y-DISTANCE IN FEET) = 10 0 <br /> 0 TIME PARAMETERS <br /> NTIM (MAX NO OF TIME STEPS) - 1 <br /> NPMP (NO OF PUMPING PERIODS) - 1 <br /> PINT (PUMPING PERIOD IN YEARS) = 100 000 <br /> TIMX (TIME INCREMENT MULTIPLIER) = 00 <br /> TINIT (INITIAL TIME STEP IN SEC ) = 0 <br /> 0 HYDROLOGIC AND CHEMICAL PARAMETERS <br /> S (STORAGE COEFFICIENT) = 000000 <br /> POROS (EFFECTIVE POROSITY) = 300 <br /> BETA (LONGITUDINAL DISPERSIVITY) = 10 0 <br /> DLTRAT (RATIO OF TRANSVERSE TO <br /> LONGITUDINAL DISPERSIVITY) = 10 <br /> ANFCTR (RATIO OF T-YY TO T-XX) - 1 000000 <br /> 0 EXECUTION PARAMETERS <br /> NITP (NO OF ITERATION PARAMETERS) = 7 <br /> TOL (CONVERGENCE CRITERIA - ADIP) = 0010 <br /> ITMAX (MAX NO OF ITERATIONS - ADIP) = 100 <br /> CELDIS (MAX CELL DISTANCE PER MOVE <br /> OF PARTICLES - M 0 C ) = 500 <br /> NPMAX (MAX NO OF PARTICLES) 7000 <br /> NPTPND (NO PARTICLES PER NODE) 5 <br /> 1 <br /> 0 PROGRAM OPTIONS <br /> NPNT (TIME STEP INTERVAL FOR <br /> COMPLETE PRINTOUT) = 1 <br /> NPNTMV (MOVE INTERVAL FOR CHEM <br /> CONCENTRATION PRINTOUT) = 0 <br /> NPNTVL (PRINT OPTION-VELOCITY <br /> 0-=NO, 1=FIRST TIME STEP, <br /> 2=ALL TIME STEPS) - 0 <br /> NPNTD (PRINT OPTION-DISP COEF <br /> O=NO, 1=FIRST TIME STEP, <br /> 2=ALL TIME STEPS) = 0 <br /> NUMOBS (NO OF OBSERVATION WELLS <br /> FOR HYDROGRAPH PRINTOUT) = 0 <br /> NREC (NO OF PUMPING HELLS) = 3 <br /> NCODES (FOR NODE IDENT ) - 1 <br /> NPNCHV (PUNCH VELOCITIES) = 0 <br /> NPDELC (PRINT OPT -CONC CHANGE) = 0 <br /> 0 REACTION TERMS <br /> DK (DISTRIBUTION COEFFICIENT) = 68000E+01 <br /> RHOS (BULK DENSITY OF SOLIDS) = 17000E+01 <br /> RF (RETARDATION FACTOR) = 39533E+02 <br /> THALF (HALF LIFE OF DECAY,IN SEC)= 00000E+00 <br /> DECAY (DECAY CONSTANT=LN 2/THALF)= DO000E+00 <br /> 0 DECAY TERMS <br /> DEC1 (ANAEROBIC DECAY COEFF ) = 00000E+00 <br /> DEC2 (REAERATION DECAY COEFF ) = 50000E-03 <br /> 1 STEADY-STATE FLOW <br /> TIME INTERVAL (IN SEC) FOR SOLUTE-TRANSPORT SIMULATION = 31558E+10 <br /> 0 LOCATION OF PUMPING WELLS <br />