Obtaining final pore pressure
-
- Posts: 10
- Joined: Fri Mar 07, 2025 7:08 pm
- Location: Chile
Obtaining final pore pressure
Hello everyone,
I am workin in Hydrus 2D and have a profile approximately 2 km long, as shown in the attached file. Based on the final result of this model, is it possible to obtain the final pore pressure somehow? And if so, what method does the software use to calculate it?
Thanks in advance!
I am workin in Hydrus 2D and have a profile approximately 2 km long, as shown in the attached file. Based on the final result of this model, is it possible to obtain the final pore pressure somehow? And if so, what method does the software use to calculate it?
Thanks in advance!
- Attachments
-
- P01.zip
- (1.64 MiB) Downloaded 136 times
Re: Obtaining final pore pressure
How do you define “pore pressure”? Isn’t the pressure head (h), the main variable calculated by HYDRUS, what you are asking for? The pressure head is in length units, e.g., in meters. If you want to convert it to pressure units (P in Pascals), you need to simply multiply it by the density of water (ro_w) (about 1000 kg/m3) and gravitational acceleration (g), i.e., P=ro_w*g*h.
J.
J.
-
- Posts: 10
- Joined: Fri Mar 07, 2025 7:08 pm
- Location: Chile
Re: Obtaining final pore pressure
Hi, thank you for the quick reply.
Indeed, I’m looking for a result in pressure units (Pa). I initially came to the same conclusion, but the question that arose is whether that result includes the component of pressure due to the confining stress of the material, or if the pressure head calculated by the software accounts for the weight of the material.
Thanks again for your help.
Indeed, I’m looking for a result in pressure units (Pa). I initially came to the same conclusion, but the question that arose is whether that result includes the component of pressure due to the confining stress of the material, or if the pressure head calculated by the software accounts for the weight of the material.
Thanks again for your help.
Re: Obtaining final pore pressure
The component of pressure due to the confining stress of the material: No, the Richards equation, which HYDRUS solves, does not consider that (and I do not think it should; nor does the Bousinesque equation that Modflow solves). J.
-
- Posts: 10
- Joined: Fri Mar 07, 2025 7:08 pm
- Location: Chile
Re: Obtaining final pore pressure
Thanks a lot for your help, I really appreciate it!
Re: Obtaining final pore pressure
We have a module “Slope Cubee”, which calculates mechanical stresses and slope stability. However, I’m not very familiar with this package. J.
-
- Posts: 10
- Joined: Fri Mar 07, 2025 7:08 pm
- Location: Chile
Re: Obtaining final pore pressure
Thank you for your help. The area I am working in is indeed Geotechnical Engineering and Slope Stability. Do you know what the difference is between the Slope Classic module and the Slope Cube module?
Also, who can I contact for more specific questions about these modules? Once again, thank you for your time.
Also, who can I contact for more specific questions about these modules? Once again, thank you for your time.
Re: Obtaining final pore pressure
You can obviously get all this information at the HYDRUS website. You can download here the manuals for both modules, as well as contact information about the developers.
PC-PROGRESS - SLOPE Cube Module
PC-PROGRESS - SLOPE Classic Module
J.
PC-PROGRESS - SLOPE Cube Module
PC-PROGRESS - SLOPE Classic Module
J.
-
- Posts: 10
- Joined: Fri Mar 07, 2025 7:08 pm
- Location: Chile
Re: Obtaining final pore pressure
Thank you very much for the information and your time. I will review the pages you mentioned.