Welcome to our discussion forums. The purpose of these forums is to provide help and technical
support to Hydrus2D/Meshgen2D users. This service is provided for free and therefore we can't
guarantee that all questions will be answered and/or how long time it will take. We do offer
additional customer support and other services - for more information visit the
Hydrus Services page.
If you want to contribute to these discussion forums you must be registered. Registration is free
and very simple - just click Register and fill the registration form.
We recommend you to provide your full name, affiliations, address, and, especially in the
HYDRUS (2D/3D) forum, the name of the company/institution that purchased the Hydrus/Meshgen program.
Questions from fully registered members will be answered with higher priority than other questions.
Questions from anonymous users will have lower priority.
There is an option that allows you to get automated e-mail notifications
about new posting to a specific topic or about all new contributions.
Please login and then click on the "Subscribe to this forum" or "Subscribe to this topic" icon.
(These icons are not visible if you are not logged on)
I am simulating a part of a landfill cover. The downslope boundary of this part is assumed fo be a vertical drainage pipe (i.e. a vertical perphorated pipe that collect the leachate). What type of boundary condition do you advise to simulate the effect of the drainage pipe. Would a seepage face be a good choice?
Simulation of a Vertical Drainage Pipe
Posted - 09/21/2005 : 13:30:21
