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simulation of unconfined conditions with Feflow   Message List  
Reply | Forward Message #603 of 727 |
Re: [hydrologymodel] simulation of unconfined conditions with Feflow

Do you represent ET in your model ?

Thanks,
Prashanth Khambhammettu


On Wed, Aug 13, 2008 at 1:24 AM, mai retesat <mai_retes@...> wrote:

> Hi!
>
> I am trying to simulate an unconfined aquifer in Feflow. The model is
> delineated by a river divide to the east (impermeable to flow) and reaches a
> riverbank to the west (the river level fluctuates periodically).
> Additionally, recharge by precipitation occurs from the surface.
>
> Currently, it is known that at the site the groundwater flow has reached
> steady
> state. The groundwater table is fairly shallow, less than 1 m deep.
>
> However, I have not been able to control the saturation of
> the aquifer during the simulations. I always reach full saturation, both at
> steady or transient state, after a certain period of time.
>
> Overall, the fully saturated model describes fairly well the water flow
> regime in the area. However, full saturation does not reflect the real
> situation.
>
> Any sugestions to adjust the model in order to get unsaturated conditions ?
>
> Thank you !!



Wed Aug 13, 2008 1:19 pm

inqztiv31
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Message #603 of 727 |
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Hi! I am trying to simulate an unconfined aquifer in Feflow. The model is delineated by a river divide to the east (impermeable to flow) and reaches a...
mai retesat
mai_retes
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Aug 13, 2008
10:52 am

Do you represent ET in your model ? Thanks, Prashanth Khambhammettu...
Prashanth Khambhammettu
inqztiv31
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Aug 13, 2008
3:59 pm

Thank you for your answer!   I am using Feflow 5.1 and I can only input the groundwater recharge as a result of the infiltration and evapo-transpiration...
mai retesat
mai_retes
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Aug 14, 2008
3:32 am
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