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earth science module
Posted 09.06.2011, 13:40 GMT-4 Porous Media Flow Version 4.1 3 Replies
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Hi all,
I want to simulate an fracture, where water can flow.
I divided my geometry to into a low Permeability (10e-20) and Storage =0,
and the fracture that presents 3 zones with permeability
zone1=10e-12
zone2=10e-10
zone3=10e-8
I have defined as boundary conditions no flow everywhere but the fracture zone.
In the fracture zone (up and down) I have defined a Hydraulic Head.
My concern has to do with the the velocity field, where to the edges of the fracture, I observe high and low velocities.
Why is that?
I want to simulate an fracture, where water can flow.
I divided my geometry to into a low Permeability (10e-20) and Storage =0,
and the fracture that presents 3 zones with permeability
zone1=10e-12
zone2=10e-10
zone3=10e-8
I have defined as boundary conditions no flow everywhere but the fracture zone.
In the fracture zone (up and down) I have defined a Hydraulic Head.
My concern has to do with the the velocity field, where to the edges of the fracture, I observe high and low velocities.
Why is that?
Attachments:
3 Replies Last Post 09.06.2011, 18:21 GMT-4