User's guide of Proceessing Modflow 5.0
User's guide of Proceessing Modflow 5.0
User's guide of Proceessing Modflow 5.0
You also want an ePaper? Increase the reach of your titles
YUMPU automatically turns print PDFs into web optimized ePapers that Google loves.
20 Processing <strong>Modflow</strong><br />
can be expected from the configuration <strong>of</strong> the aquifer.<br />
Table 2.3 Output from the Water Budget Calculator<br />
FLOWS ARE CONSIDERED "IN" IF THEY ARE ENTERING A SUBREGION<br />
THE UNIT OF THE FLOWS IS [L^3/T]<br />
TIME STEP 1 OF STRESS PERIOD 1<br />
ZONE= 1 LAYER= 1<br />
FLOW TERM IN OUT IN-OUT<br />
STORAGE 0.0000000E+00 0.0000000E+00 0.0000000E+00<br />
CONSTANT HEAD 1.8407618E-04 2.4361895E-04 -5.9542770E-05<br />
HORIZ. EXCHANGE 0.0000000E+00 0.0000000E+00 0.0000000E+00<br />
EXCHANGE (UPPER) 0.0000000E+00 0.0000000E+00 0.0000000E+00<br />
EXCHANGE (LOWER) 0.0000000E+00 2.5872560E-03 -2.5872560E-03<br />
WELLS 0.0000000E+00 1.0000000E-10 -1.0000000E-10<br />
DRAINS 0.0000000E+00 0.0000000E+00 0.0000000E+00<br />
RECHARGE 2.6880163E-03 0.0000000E+00 2.6880163E-03 .<br />
. . .<br />
. . . .<br />
SUM OF THE LAYER 2.8720924E-03 2.8308749E-03 4.1217543E-05<br />
. . . .<br />
. . . .<br />
ZONE= 2 LAYER= 2<br />
FLOW TERM IN OUT IN-OUT<br />
STORAGE 0.0000000E+00 0.0000000E+00 0.0000000E+00<br />
CONSTANT HEAD 1.0027100E-03 1.7383324E-03 -7.3562248E-04<br />
HORIZ. EXCHANGE 0.0000000E+00 0.0000000E+00 0.0000000E+00<br />
EXCHANGE (UPPER) 2.5872560E-03 0.0000000E+00 2.5872560E-03<br />
EXCHANGE (LOWER) 0.0000000E+00 1.8930938E-03 -1.8930938E-03<br />
WELLS 0.0000000E+00 1.0000000E-10 -1.0000000E-10<br />
DRAINS 0.0000000E+00 0.0000000E+00 0.0000000E+00<br />
RECHARGE 0.0000000E+00 0.0000000E+00 0.0000000E+00 .<br />
. . .<br />
. . . .<br />
SUM OF THE LAYER 3.5899659E-03 3.6314263E-03 -4.1460386E-05<br />
--------------------------------------------------------------<br />
. . . .<br />
. . . .<br />
WATER BUDGET OF SELECTED ZONES:<br />
IN OUT IN-OUT<br />
ZONE( 1): 2.8720924E-03 2.8308751E-03 4.1217310E-05<br />
ZONE( 2): 3.5899659E-03 3.6314263E-03 -4.1460386E-05<br />
--------------------------------------------------------------<br />
WATER BUDGET OF THE WHOLE MODEL DOMAIN:<br />
FLOW TERM IN OUT IN-OUT<br />
STORAGE 0.0000000E+00 0.0000000E+00 0.0000000E+00<br />
CONSTANT HEAD 2.2149608E-03 3.7026911E-03 -1.4877303E-03<br />
WELLS 0.0000000E+00 1.2000003E-03 -1.2000003E-03<br />
DRAINS 0.0000000E+00 0.0000000E+00 0.0000000E+00<br />
RECHARGE 2.6880163E-03 0.0000000E+00 2.6880163E-03<br />
. . . .<br />
. . . .<br />
--------------------------------------------------------------<br />
SUM 4.9029770E-03 4.9026916E-03 2.8545037E-07<br />
DISCREPANCY [%] 0.01<br />
The value <strong>of</strong> the element (i,j) <strong>of</strong> the following flow matrix gives the flow<br />
rate from the i-th zone into the j-th zone. Where i is the column<br />
index and j is the row index.<br />
FLOW MATRIX:<br />
1 2<br />
.............................<br />
0 1 0.0000 0.0000<br />
0 2 2.5873E-03 0.0000<br />
2.1 Run a Steady-State Flow Simulation
Change language