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User's guide of Proceessing Modflow 5.0

User's guide of Proceessing Modflow 5.0

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Processing <strong>Modflow</strong> 103<br />

< Max. band width <strong>of</strong> AL: This value impacts the amount <strong>of</strong> memory used by the solver. If<br />

specified as 0, the program will calculate the value as the product <strong>of</strong> the two smallest grid<br />

dimensions, which is an upper limit.<br />

< Head change closure criterion [L]: If iterating, iteration stops when the absolute value <strong>of</strong><br />

head change at every node is less than or equal to this value. The criterion is not used when<br />

not iterating, but a value must always be specified.<br />

Fig. 3.29 The Direct Solution (DE45) dialog box<br />

< Printout From the Solver: If the option All available information is selected, the<br />

maximum head change and residual (positive or negative) are saved in the run record file<br />

OUTPUT.DAT for each iteration <strong>of</strong> a time step whenever the time step is an even multiple<br />

<strong>of</strong> Printout Interval. If the option The number <strong>of</strong> iterations only is checked, the printout<br />

<strong>of</strong> maximum head change and residual is suppressed. Select the option None to suppress all<br />

printout from the solver. A positive integer is required by Printout Interval.<br />

< Problem Type: The choice <strong>of</strong> problem type affects the efficiency <strong>of</strong> solution; significant<br />

work can be avoided if it is known that A_ remains constant all or part <strong>of</strong> the time.<br />

Linear indicates that the flow equations are linear. To meet the linearity requirement, all<br />

model layers must be confined, and there must be no formulations that change based upon<br />

head (such as seepage from a river changing from head dependent flow to a constant flow<br />

when head drops below the bottom <strong>of</strong> the riverbed). Examples <strong>of</strong> non-linearity are cases<br />

with riverbed conductance, drain conductance, maximum evapotranspiration rate,<br />

evapotranspiration extinction depth, gerneral-head boundary conductance and reservior-bed<br />

conductance.<br />

Nonlinear indicates that a non-linear flow equation is being solved, which means that<br />

some terms in A_ depend on simulated head. Example <strong>of</strong> head-dependent terms in A_ are<br />

3.6.1 MODFLOW

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