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how comsol calculate pressure head as boundary condition in Richards' equation?

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Hi

2D model was defined, geometry is simple rectangle which is left angle is divided to three parts in the middle of the left angle, b.c defined as pressure head=0.8 (attached the geometry)

and the other angles were defined as pressure head= 0.0
Solved model

for the middle part that defined pressure head as constant value, cross section was plotted, but why the pressure head after solving the problem is not constant:( changing from 0.4-0.8) for the ends of the special part of angle?(attached cross section)

eager to hear your comments.
Sepideh


0 Replies Last Post 3 avr. 2014, 10:54 UTC−4
COMSOL Moderator

Hello Sepideh Ramezani

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