                                  MODFLOW-2005     
      U.S. GEOLOGICAL SURVEY MODULAR FINITE-DIFFERENCE GROUND-WATER FLOW MODEL
                            VERSION 1.12.00 2/3/2017

 LIST FILE: tutorial.list
                         UNIT    2

 OPENING tutorial.dis
 FILE TYPE:DIS   UNIT   11   STATUS:OLD    
 FORMAT:FORMATTED              ACCESS:SEQUENTIAL          

 OPENING tutorial.bas
 FILE TYPE:BAS6   UNIT   13   STATUS:OLD    
 FORMAT:FORMATTED              ACCESS:SEQUENTIAL          

 OPENING tutorial.lpf
 FILE TYPE:LPF   UNIT   15   STATUS:OLD    
 FORMAT:FORMATTED              ACCESS:SEQUENTIAL          

 OPENING tutorial.wel
 FILE TYPE:WEL   UNIT   20   STATUS:OLD    
 FORMAT:FORMATTED              ACCESS:SEQUENTIAL          

 OPENING tutorial.oc
 FILE TYPE:OC   UNIT   14   STATUS:OLD    
 FORMAT:FORMATTED              ACCESS:SEQUENTIAL          

 OPENING tutorial.pcg
 FILE TYPE:PCG   UNIT   27   STATUS:OLD    
 FORMAT:FORMATTED              ACCESS:SEQUENTIAL          

 OPENING tutorial.hds
 FILE TYPE:DATA(BINARY)   UNIT   51   STATUS:REPLACE
 FORMAT:UNFORMATTED            ACCESS:STREAM              

 BAS -- BASIC PACKAGE, VERSION 7, 5/2/2005 INPUT READ FROM UNIT   13
 
 MODFLOW was compiled using mixed precision
 Precision of REAL variables:           6
 Precision of DOUBLE PRECISION variables:          15

 DISCRETIZATION INPUT DATA READ FROM UNIT   11
 # DIS package for MODFLOW-2005 generated by Flopy 3.9.5
    1 LAYERS        21 ROWS        21 COLUMNS
    1 STRESS PERIOD(S) IN SIMULATION
 MODEL TIME UNIT IS DAYS
 MODEL LENGTH UNIT IS METERS
  Confining bed flag for each layer:
   0

                     DELR =   100.000    

                     DELC =   100.000    

 TOP ELEVATION OF LAYER 1 =   50.0000    

   MODEL LAYER BOTTOM EL. =   0.00000     FOR LAYER   1


 STRESS PERIOD     LENGTH       TIME STEPS     MULTIPLIER FOR DELT    SS FLAG
 ----------------------------------------------------------------------------
        1         1.000000          1                    1.000         SS

 STEADY-STATE SIMULATION



 
 # BAS6 package for MODFLOW-2005 generated by Flopy 3.9.5                        
 THE FREE FORMAT OPTION HAS BEEN SELECTED



                     BOUNDARY ARRAY FOR LAYER   1
 READING ON UNIT   13 WITH FORMAT: (21I10)             

 AQUIFER HEAD WILL BE SET TO  -999.99     AT ALL NO-FLOW NODES (IBOUND=0).



                       INITIAL HEAD FOR LAYER   1
 READING ON UNIT   13 WITH FORMAT: (21E15.6)           
 # OC package for MODFLOW-2005 generated by Flopy 3.9.5

 OUTPUT CONTROL IS SPECIFIED ONLY AT TIME STEPS FOR WHICH OUTPUT IS DESIRED
 COMPACT CELL-BY-CELL BUDGET FILES WILL BE WRITTEN
 AUXILIARY DATA WILL BE SAVED IN CELL-BY-CELL BUDGET FILES
 HEAD PRINT FORMAT CODE IS   0    DRAWDOWN PRINT FORMAT CODE IS   0
 HEADS WILL BE SAVED ON UNIT   51    DRAWDOWNS WILL BE SAVED ON UNIT    0

 LPF -- LAYER-PROPERTY FLOW PACKAGE, VERSION 7, 5/2/2005
         INPUT READ FROM UNIT   15
 # LPF package for MODFLOW-2005 generated by Flopy 3.9.5
 HEAD AT CELLS THAT CONVERT TO DRY= -1.00000E+30
 No named parameters

   LAYER FLAGS:
 LAYER       LAYTYP        LAYAVG         CHANI        LAYVKA        LAYWET
 ---------------------------------------------------------------------------
    1             0             0     1.000E+00             0             0

   INTERPRETATION OF LAYER FLAGS:
                        INTERBLOCK     HORIZONTAL    DATA IN
         LAYER TYPE   TRANSMISSIVITY   ANISOTROPY   ARRAY VKA   WETTABILITY
 LAYER      (LAYTYP)      (LAYAVG)       (CHANI)      (LAYVKA)      (LAYWET)
 ---------------------------------------------------------------------------
    1      CONFINED      HARMONIC     1.000E+00    VERTICAL K  NON-WETTABLE

 WETTING CAPABILITY IS NOT ACTIVE IN ANY LAYER

    HYD. COND. ALONG ROWS =   10.0000     FOR LAYER   1

      VERTICAL HYD. COND. =   10.0000     FOR LAYER   1

 WEL -- WELL PACKAGE, VERSION 7, 5/2/2005 INPUT READ FROM UNIT   20
 # WEL package for MODFLOW-2005 generated by Flopy 3.9.5
 No named parameters
 MAXIMUM OF      1 ACTIVE WELLS AT ONE TIME


     0 Well parameters

 PCG -- CONJUGATE-GRADIENT SOLUTION PACKAGE, VERSION 7, 5/2/2005
 # PCG package for MODFLOW-2005 generated by Flopy 3.9.5
 MAXIMUM OF    500 CALLS OF SOLUTION ROUTINE
 MAXIMUM OF     30 INTERNAL ITERATIONS PER CALL TO SOLUTION ROUTINE
 MATRIX PRECONDITIONING TYPE :    1



                                    SOLUTION BY THE CONJUGATE-GRADIENT METHOD
                                   -------------------------------------------
                    MAXIMUM NUMBER OF CALLS TO PCG ROUTINE =      500
                        MAXIMUM ITERATIONS PER CALL TO PCG =       30
                               MATRIX PRECONDITIONING TYPE =        1
        RELAXATION FACTOR (ONLY USED WITH PRECOND. TYPE 1) =    0.10000E+01
 PARAMETER OF POLYNOMIAL PRECOND. = 2 (2) OR IS CALCULATED :        0
                         HEAD CHANGE CRITERION FOR CLOSURE =    0.10000E-05
                     RESIDUAL CHANGE CRITERION FOR CLOSURE =    0.10000E-04
            PCG HEAD AND RESIDUAL CHANGE PRINTOUT INTERVAL =      999
     PRINTING FROM SOLVER IS LIMITED(1) OR SUPPRESSED (>1) =        3
                            STEADY-STATE DAMPING PARAMETER =    0.10000E+01
                               TRANSIENT DAMPING PARAMETER =    0.10000E+01
1
                            STRESS PERIOD NO.    1, LENGTH =   1.000000    
                            -----------------------------------------------

                              NUMBER OF TIME STEPS =     1

                               MULTIPLIER FOR DELT =     1.000

                            INITIAL TIME STEP SIZE =   1.000000    

 WELL NO.  LAYER   ROW   COL   STRESS RATE         
 --------------------------------------------------
      1      1     11     11      -2000.    

      1 WELL 
 
 SOLVING FOR HEAD 

 OUTPUT CONTROL FOR STRESS PERIOD    1   TIME STEP    1
    SAVE HEAD FOR ALL LAYERS

 HEAD WILL BE SAVED ON UNIT   51 AT END OF TIME STEP    1, STRESS PERIOD    1
1
  VOLUMETRIC BUDGET FOR ENTIRE MODEL AT END OF TIME STEP    1, STRESS PERIOD   1
  ------------------------------------------------------------------------------

     CUMULATIVE VOLUMES      L**3       RATES FOR THIS TIME STEP      L**3/T
     ------------------                 ------------------------

           IN:                                      IN:
           ---                                      ---
             STORAGE =           0.0000               STORAGE =           0.0000
       CONSTANT HEAD =        2000.0000         CONSTANT HEAD =        2000.0000
               WELLS =           0.0000                 WELLS =           0.0000

            TOTAL IN =        2000.0000              TOTAL IN =        2000.0000

          OUT:                                     OUT:
          ----                                     ----
             STORAGE =           0.0000               STORAGE =           0.0000
       CONSTANT HEAD =           0.0000         CONSTANT HEAD =           0.0000
               WELLS =        2000.0000                 WELLS =        2000.0000

           TOTAL OUT =        2000.0000             TOTAL OUT =        2000.0000

            IN - OUT =           0.0000              IN - OUT =           0.0000

 PERCENT DISCREPANCY =           0.00     PERCENT DISCREPANCY =           0.00






         TIME SUMMARY AT END OF TIME STEP    1 IN STRESS PERIOD    1
                    SECONDS     MINUTES      HOURS       DAYS        YEARS
                    -----------------------------------------------------------
   TIME STEP LENGTH  86400.      1440.0      24.000      1.0000     2.73785E-03
 STRESS PERIOD TIME  86400.      1440.0      24.000      1.0000     2.73785E-03
         TOTAL TIME  86400.      1440.0      24.000      1.0000     2.73785E-03
1

 Run end date and time (yyyy/mm/dd hh:mm:ss): 2025/11/03 19:34:32
 Elapsed run time:  0.039 Seconds

