STOMP-W is designed to solve problems involving the flow of water with passive solutes or reactive species through variably saturated geologic media under isothermal conditions. The syntax for solution control parameters is ordered as follows:
Character string (e.g., van Genuchten, porosity, m^3/s, Roe Superbee)
Integer (no alpha characters, special characters, or punctuation) (e.g., 1, 32, 195634)
Real (decimal points and exponential notation allowed) (e.g., 0, 0.0, 1.e-12, 1.E+3, 2.345)
Keyword (exact formatting required) (e.g., file, ~Solution Control Card, binary file)
~Solution Control Card
Choose one Execution Mode Option
STOMP-W,...
One or more (or zero) operational mode modifiers can be specified on the Operational Model Option line
Choose one or more optional Operational Mode Modifiers
Note: Keywords are not case sensitive
Number of Execution Time Periods,
Repeat for each execution time period
Choose one time-step reduction option
Execution Time periods
Execution periods refer to a period of simulation time. STOMP-W allows the user to specify a single or multiple execution periods. For each execution period, the user can control the initial time step, maximum time step, time step acceleration factor, maximum number of Newton-Raphson iterations, and convergence criterion independently.
Initial time
If no initial time record is read for a restart simulation, the initial time record is obtained from the restart file.
Execution Time Step Controls
Two additional solution controls can be specified for each Execution Period input line: 1) the minimum time step, and 2) the time-step cut factor. These optional solution controls must be specified together. The minimum-time-step parameter sets the minimum time step for an execution period. Without this control, STOMP-W quits after four time-step reductions. Cyclic injection well schedules can yield simulations that execute with large time steps during steady injection periods, but require small time steps during the injection startup. The minimum-time-step parameter allows the code to cut the time step to the minimum value before quitting. The time-step cut factor is set to 0.2 by default, which means that time steps are cut to 20% of their value when a convergence failure occurs. Execution performance can be improved for some simulations by altering this factor.
Execution Time Parameters
Recommended values for the Time Step Acceleration Factor, Maximum Number of Newton-Raphson Iterations, and Convergence Criterion are 1.25, 8, and 1.e-06, respectively. Except under special circumstances, it is not recommended to change the value for the Convergence Criterion from its recommended value. This value has proven through numerous applications to achieve a good balance between accuracy and execution speed.
Maximum Number of Time Steps,
Zero Time Step Simuations
Number of Interfacial Averaging Variables,
Interfacial Averaging Variables and Schemes
While STOMP allows the user to specify alternative interfacial averaging schemes, it is strongly suggested that novice users in particular use the default schemes, as not all schemes are appropriate for all field variables.
Field variables, which include physical, thermodynamic, and hydrologic properties, are defined in the finite-difference formulation at the node centers. Conversely, flux variables are defined at node interfaces. Computation of flux variables requires knowledge of field variables at node interfaces. Values of flux variables at node interfaces are evaluated by averaging the field values for the two nodes adjoining an interfacial surface. Interfacial averaging schemes may be declared individually for each field variable through the Interfacial Averaging Variables input.
The default interfacial averaging schemes for the simulator are shown in the Table below. For simulations of physical systems involving heat transfer, it should be noted that convergence problems might arise if the density properties are not averaged with upwind weighting. Likewise, infiltration problems typically demonstrate strong dependencies on the relative permeability of the infiltrating fluid.
Surface Variable Option,Interfacial Averaging Scheme,