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' t <br /> 07112/96 RUNSA OUT <br /> ;,RUN5A.0UT <br /> O SOURCE <br /> O REAERATION <br /> 1 SIOPLUME II <br /> 1CONTAMINANT TRANSPORT UNDER THE INFLUENCE:OF OXYGEN LIMITED BIODEGRADATION <br /> 0 golden gram I <br /> 0 INPUT DATA <br /> 0 GRID DESCRIPTORS r <br /> NX (NUMBER OF COLUMNS) = 20 <br /> NY (NUMBER OF ROWS) = 30 <br /> XDEL (X-DISTANCE IN FEET)= 15 0 <br /> ' YDEL (Y-DISTANCE IN FEET)= 15 0 <br /> 0 TIME; PARAMETERS <br /> NTIM (MAX NO OF TIME STEPS) = 20 <br /> NPMP (NO OF PUMPING PERIODS) a 1 <br /> ' PINT (PUMPING PERIOD IN YEARS) = 20 000 <br /> TIMX (TIME INCREMENT MULTIPLIER) = 100 <br /> TINIT (INITIAL TIME STEP IN SEC) = 0 <br /> 0 HYDROLOGIC AND CHEMICAL PARAMETERS <br /> S (STORAGE COEFFICIENT) _ _ 000000 <br /> POROS (EFFECTIVE POROSITY) 400 <br /> BETA (LONGITUDINAL DISPERSIVITY)- 300 <br /> DLTRAT (RATIO OF TRANSVERSE TO <br /> LONGITUDINAL DISPERSIVITY) = 10 <br /> ' ANFCTR (RATIO OF T-YY TO T-XX) = 1000000 <br /> 0 EXECUTION PARAMETERS <br /> NITP (NO OF ITERATION PARAMETERS)= 7 <br /> TOL (OONVERGENCE CRITERIA-ADIP)- 0010 <br /> 1 ITMAX (MAX NO OF ITERATIONS-ADIP)= 100 <br /> CELDIS(MAX CELL DISTANCE PER MOVE <br /> OF PARTICLES-M O C) = 500 <br /> NPMAX (MAX NO OF PARTICLES) = 5000 <br /> NPTPND(NO PARTICLES PER NODE) = 9 <br /> PROGRAM OPTIONS <br /> NPNT (TIME STEP INTERVAL FOR <br /> COMPLETE PRINTOUT) = 5 <br /> NPNTMV(MOVE INTERVAL FOR CHEM <br /> CONCENTRATION PRINTOUT) = 0 <br /> NPNTVL(PRINT OPTION-VELOCITY <br /> 0=N0 i=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)= 5 <br /> ' NREC (NO OF PUMPING WELLS) = 0 <br /> NCODES(FOR NODE IDENT) 1 <br /> NPNCHV(PUNCH VELOCITIES) = 0 <br /> NPDELC(PRINT OPT- ONC CHANGE)= 0 <br /> ❑ REACTION TERMS <br /> ' DK (DISTRIBUTION COEFFICIENT)= 29000E-04 <br /> RHOS (BULK DENSITY OF SOLIDS) = 16080E+04 <br /> RF (RETARDATION FACTOR) = 11166E+01 <br /> THALF (HALF LIFE OF DECAY,IN SEC)= 00000E+00 <br /> DECAY (DECAY CONSTANT=LN 2/THALF)= 00000E+00 <br /> 0 DECAY TERMS <br /> DEC1 (ANAEROBIC DECAY COEFF }= 00000E+00 <br /> DEC2 (REAERATION DECAY COEFF)= 00000E+00 <br /> ' 1 STEADY-STATE FLOW <br /> TARE INTERVAL(IN SEC)FOR SOLUTE-TRANSPORT SIMULATION= 31558E+08 <br /> 0 LOCATION OF OBSERVATION WELLS <br /> NO X Y <br /> i 10 22 <br /> z so 21 <br /> 311 Z3 <br /> 7 <br /> 4 7 13 <br /> 5 15 14 <br /> 1 - <br />