Hello,
Im doing seepage analysis with monte carlo simulations. I want to take groundwater flow (q) result with python in phase 2 . I put my codes. But the results are wrong. ( not same with plaxis).
Thank you.
Dear Arife,
In your description you mention that the results are wrong but you do not describe how so. From the information you shared, I cannot tell what is right or wrong.
So, maybe you can elaborate on what is wrong and what you expected.
By the way, the getresults commands has an additional parameter (boolean: True | False) to set the result smoothing on an off. Maybe that can explain the difference.
Dear Steafanos,
I put below both plaxis result and python result for same permeability (0.040, first iteration).
I think my codes are wrong. I wanna take max groundwater flow or Qx in phase 2.
thank you.
Have you tried the result smoothing?
For instance try adding an extra parameter in the command:SoilQx=g_o.getresults(g_o.Phase_2,g_o.ResultTypes.Soil.Qx,'node', True)
yes.
I will want this value (stresses groundwater flow- qx ) as SoilQx with getresults, right?
Could Python's result be something else?
Dear Stefanos,
it is correct(same) in last iteration but the former iterations are wrong (different).
(İf ı do 10 iteration tenht is correct, (1-9). iterations are wrong)
I am afraid that in order to assist you further you will need to submit a Service Request: https://apps.bentley.com/srmanager/ProductSupport
Then we can check your model.
The command you are using is correct and the plot it represents is also what you show, therefore I am not sure I can figure out why it does not give you what you expect.
I am not sure what you mean by iterations as again the maximum value of the groundwater flow (Darcy velocity) is one value for the whole model and not defined by x or y coordinate.
Thank you for your replies, I found what ı did wrong. Now I take results correctly.