It is surprising that some spam messages are being circulated in the group for past few days, though the group is moderated. I am trying to look into the...
yes - it is done the same you would do with head, but select pressure as the variable of choice. under the mesh inspector, set the light blue button to...
I tried that When I use options->pressure instead of head I cannot define any time-variant function. It seems that is not possible to assign a time variant...
Odd, but you are right. On my first attempt, it seemed to work, but when I looked at the node with the inspector, it indicated the boundary condition was a...
Pete, assigning a pressure condition or a head condition for feflow is exactly the same. Let assume (as in my case) I have to model a seepage, I would use h=z...
Hi Gio, I see your point. There's no way around it but you can create the node and power lists outside of feflow and edit them into an ascii fem. I've done a...
Thanks Pete, As workaround I manage to generate some input files: one for the "power functions" and one for the "time variant ID". For the generation of the...
Pete, I have a terrible doubt now. If I define a power function (for a head boundary condition for example) file like the following one ! ! t [d] fvalue...
Hi Gio, I searched my notes and manuals about this and came up with nothing. In all the examples I've seen, the first time is always zero, and I have been in...
Thanks Pete. You are right, I figured out that Feflow interpolates the values at t=0 and t=730. As you said the only way to switch off the 1st boundary ...
hi everybody i desperate need a tutorial or some applications or examples using feflow, please if some have a file in pdf or word about this please send it to...
In the program folder you can find examples and exercises: C:\Program Files\WASY\FEFLOW 5.3\demo while in the Installing dvd you can find all the manuals and...
Hi giovanni Thank you but i do not have de cd program, so if you are so afable and send me the exercise I will be very thankful with you Bye Malena Lucen ...
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Hi I am facing a problem in feflow. It is when i am running my problem, the graph of head values at various observation points is showing too many oscillations...
it is hard to understand if it is problem or not. Can you provide more details of your model? transient or steady? and in the first case are the BCs transient...
Hi Manish, Oscillations are common especially in complex models; whether they are important depends on the whether the oscillations decrease to values small...
Hi Mr. Giovanni My model is saturated transient flow and contaminant transport with one river with transfer boundary conditions. Others boundary conditions are...
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Dear all, I am dealing with a 2D transient and unsaturated model for depressurization purposes. The client asked me to evaluate the effect of horizontal...
Hi Giovanni, I think FEFLOW 5.3 shuts off discrete features in the UZ, but you should check with WASY about later versions. It should work if you constrain the...
Hello everyone... I am doing groundwater flow and contaminant transport modeling for saturated region with transient conditions. I am doing it for 1.0xE4...
Hi Marielena Lucen..... Sorry for replying so late. I am having some case studies which i have done using FEFLOW. If you are still in need of those, let me...
Hi Pete, Thank you for your answer. Actually I should have done a mistake and some confusion. You are absolutely right. A seepage boundary condition is...
