Groundwater Modeler

Thanks very much, Michal!

Hello all, I realize it is been a number of years since this thread was last active, but I am running into a similar issue in SEAWAT V4. I need ~35,000 stress periods and it appears the max number of stress periods in SEAWAT is 10,000. I'm receiving the error below. Does anyone know where I can increase the number of allowable stress periods in the SEAWAT source code so that it can be recompiled to accept a larger number of stress periods? I'm modeling tides, so many stress periods are needed to resolve the tidal signal over a year. **** STRESS PERIOD(S) IN SIMULATION THE MAXIMUM

Thanks for your comment, Michal. Yes, the model would have to have one row in the Y dimension. Essentially the top of the model domain in map view will have to be a rectangle one cell wide (Y) by the length (X) of the cross section. Drawing such a domain and then assigning layer elevations and ibounds is not intuitive because it needs to be done in map view and it doesn't allow the user to modify the model in cross section. Modeling the system in the X and Y dimension would not work because of density, as you noted.

Greetings everyone, I am somewhat new to GMS and have made my way through a number of the tutorials, but I am struggling with setting up a SEAWAT model. I want to create a 2D cross section of a coastal aquifer with the elevation of the top of the model decreasing from left to right, reaching 0 meters at the shoreline (MSL). I have a measured elevation profile (in .txt format) of the study area (X and Z). My question is how to set up a 2D cross sectional domain in the X and Z direction (Y would be 1 meter into the page). Is there a way to define the model domain in cross-sectional view

Donald, thank you for catching that! I will post it in the GMS forum.

Greetings everyone, I am somewhat new to GMS and have made my way through a number of the tutorials, but I am struggling with setting up a SEAWAT model. I want to create a 2D cross section of a coastal aquifer with the elevation of the top of the model decreasing from left to right, reaching 0 meters at the shoreline (MSL). I have a measured elevation profile (in .txt format) of the study area (X and Z). My question is how to set up a 2D cross sectional domain in the X and Z direction (Y would be 1 meter into the page). Is there a way to define the model domain in cross-sectional view usi