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Posted Mon, 02 Dec 2013 02:10:50 GMT by Laurie Neilson-Welch
I am trying to do some quick 2D simulations (vertical cross-sectinon) for a simple "hillslope" scenario with a phreatic surface.  The geology is layered with different K.  I have applied recharge flux boundary at the ground surface boundary and a seepage face condition (flux boundary constraint) along a hillslope at the right boundary  (no flow conditions are imposed at left and bottom of model). These models are not calibrated models, but simply preliminary models to look at sensitivity to some parameters.
I am trying to to do these quickly, therefore am specifying saturated flow conditions (even though it is not actually saturated above the water table), but the results still provide an approximation of the water table (pressure = 0 isoline) and i can look at resulting flow pathlines.

My question is....is the approximation for the unsaturated zone in 2D the same as the pseudo-unsaturated approach for 3D that is indicated in the While Papers?  It is not specifically indicated in the White Papers what the 2D approximation is.

Laurie
Posted Thu, 05 Dec 2013 15:02:24 GMT by Denim Umeshkumar Anajwala
Hi Laurie,

There's no pseudo-unsaturated approach for 2D vertical models. This means that unless you choose Richards' equation, the model will be fully saturated and calculated as confined. To get a quick solution, you might choose the unsaturated mode with simplified parametric relationships (e.g., the linear model).

Peter
Posted Sun, 08 Dec 2013 20:53:37 GMT by Laurie Neilson-Welch
When i model as saturated, I get a zero pressure isoline forming within the model (below the top boundary which is a ridge crest). Is that zero P isoline then an approximation of where the water table might be under actual phreatic aquifer conditions?  I will try with unsaturated conditions for comparison.
Thanks
Posted Mon, 09 Dec 2013 08:53:28 GMT by Denim Umeshkumar Anajwala
This zero pressure isoline does not relate to an actual water table as the model is calculated as fully confined. I highly recommend to do an unsaturated simulation if the phreatic surface needs to be considered.
Posted Mon, 09 Dec 2013 16:21:26 GMT by Laurie Neilson-Welch
OK, thanks. Its running now, but slow.
Posted Wed, 11 Dec 2013 02:20:25 GMT by Blair Thornburrow Groundwater Modeller
An alternative method, which I've used in the past to verify 2D models is to create a thin 3D model with a number of layers.  This way you can use the unconfined methods (phreatic or free and movable).  It will also run much faster than your 2D unsaturated model and will be a lot more stable.
Posted Thu, 12 Dec 2013 16:21:33 GMT by Laurie Neilson-Welch
Great, thanks for the tip!

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