BASEMENTBasic Simulation Environment for computation of environmental flow and natural hazard simulationLaboratory of Hydraulics, Hydrology and Glaciology (VAW)ETH Zurich | ![]() |
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Hi everyone
I want to model an outflow out of the 1-D model as an hq-relation. The real outflow is a culvert, so i calculated a table with the relating Q to different h. Therefore i use the file-option with the table.
Somehow i always get errors (Newton-Itteration-errors). With other boundarys i have no problems. I tried different outflow-boundaries like hq-relation with a slope and even the wall works fine. I also tried it in Version 2.6 and 2.7.
Now my question is, if there is a Problem with my table..
I used the following table for the input-Data. Is there something wrong with my hq-relation-file?
#H[m] VALUE
0 0
0.1 0.12
0.3 0.69
0.5 1.5
0.7 2.47
Thanks for your help.
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Hi
I could solve the problemn myself.. i firt generated a simple geometry with the gege.py and found then out, that the elevations musst be corresponding to the wse_[m_asl].
with that hint i changed my boundary files again that H[m] corresponds to the wse_[m_asl] and found out, that when i tried that out earlier i had a mistake in the elevations... Too bad now it works fine in V2.7.
have a nice day.
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