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Danke Julia, cheers !
Didier
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Let me updated my post, here is what is happening:
My input record for recharge is that one:
Day Recharge
3804 0
3812 287
3813 0
And here is what uses Feflow
3804 0
3811 0
3811,19 27,36
3811,41 59,453
3811,68 98,2
3812 143,5
3813 143,5
3813,33 96,7
3813,7 43,16
3814 0
If you plot those on a chart, you will see that the surfaces are correct (I mean the total volume of recharge seems correct), however the input signal has became smoother (half of the amplitude, twice the lenght), which I want to avoid. Any advice on how to proceed ?
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I am facing a problematic problem. In the time step editor, the "constant" type is assigned to my curves, however they appears to be interpolated as polylines in the "time relate data", and they are effectively polyline interpolated when looking at the results, which is very annoying in my case (daily recharge with long dry periods and flash rainfalls).
Thanks in advance for your help !
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Is it possible to change the number of 30 iterations ? I am feeling like having half of that number will not affect the results, while it will decrease the running time.
Cheers
Didier
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Won't courses in South-Africa be more easy for you ?
Salut :)
Did
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EVS/MVS from Ctech do 3D interpolations, however I don't have experience to share that is similar to your case.
Cheers !
Didier
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Ok no problem
It was a modflow license, and someone wrote on it that it was a Feflow one. They looked similar however the modflow one was green, which seems impossible with a feflow license, usually purple.
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By applying the same head along the border of all slices, you stipulate that there is no vertical gradients between your layers. In a lot of cases it is not the case, e.g. when aquitard and aquicludes separate different conductive formations.
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Are you nearbye Lyon ? I would be grateful to join such training. hydrogeap, based in Switzerland, is -I think- helping Wasy to organize their French speaking classes.
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Thanks Pete,
When saying "properties are averaged" that is obscur to me. If all the values are set to 0 (e.g. the IN or the OUT flow properties), then the average should be 0, isn't it ?
Cheers !
Didier