Fellow modelers: Last time, I posted the message with wrong URL. I sincerely apologize for the mistake. This time, I have tested the URL and is as follows: ...
Is the pollution source associated with a source of fluid such as a constant-head boundary or a well. If so, the source can be simulated in GWT by specifying...
rbwinston@...
6:05 am
3239
Hi Matt, In transient, the "imbalance" term for each time step is a combination of the change in fluid storage and fluid balance error left remaining after the...
Hi, Please advise whether the USGS 3-D ground-water flow and solute-transport model integrated with MODFLOW-2000 (mf2k_gwt) has capability to develop transport...
BORING LOGS: MAKING ACCURATE DESCRIPTIONS AND CONFIDENT CORRELATIONS (90-minute educational Webinar by Midwest GeoSciences Group) By Tim Kemmis, Ph.D., PG. and...
Fellow modelers: The Journal of Spatialhydrology: JoSH (http://www.spatialhydrology.com/journal) has been serving the hydrology community since year 2000. The...
Hi, My model balances ok with a constant recharge rate, but upon changing this to one which varies over time the mass no longer balances satisfactorily. What...
Hi Matt, 1. surface elevation or elevation of river stage are approaches I have used depending on the scale of the river. Setting hundreds of river elevations...
Hi, I want water to be able to exit the model when it exceeds the top slice elevation in an unconfined mountain region. Transfer boundaries seem like right...
Dear Dr Peter, Thank you , but could I have more precision about discretizing streams?? Â I have to do that with vertical configuration taking into account...
Sana Ounaies
sana.ounaies@...
Nov 11, 2009 3:42 am
3231
Dear Sana, there are different options for this. Basically, you can distinguish approaches where the stream is considered as a boundary condition from...
Hi, I am a phd student, I want to simulate the exchange between stream /groundwater via vadoze zone, but I don'f find how does Feflow set flux in this case?? ...
Sana Ounaies
sana.ounaies@...
Nov 10, 2009 3:39 am
3229
hi, I am a Phd student in Strasbourg, I am working with FEFLOW, but I have problems, could you please help me ?? I want to simulate a water exchange...
Sana Ounaies
sana.ounaies@...
Nov 9, 2009 3:10 pm
3228
Dear Ground Water Modelling members, I wanted to tell the list about a new feature on Academia.edu. Academia.edu launched 12 months ago and now helps 300,000...
The 30th anniversary of FEFLOW in 2009 provided a perfect opportunity for inviting the users from all around the world to an international meeting. As an...
You're invited to this live and interactive online webinar: 'Slug Tests for Site Characterization: Practical Guidelines to Improve Efficiency and Accuracy' Jim...
Hi Matt, You'd model it with the confining layers, not with an artificial top, and feflow will simulate confined in the aquifer beneath the aquitards. *Pete...
Thanks Pete, I will try this method too. How does it compare to that suggested by Peter Schaetzl? Can this method account for the fact that I will have a...
Thanks Peter, I have question about the logistics of implementing this type of model using the method you suggest. My model includes a large downthrow across a...
Hi Dr. Bolisetti, I couldn’t help but notice the following in your call for Post-docs and doctoral students: Strong experience in any of the standard models...
Call for Papers : Special Issue on Probability Distributions and Frequency Analysis (PDFA) OBJECTIVES: The objective of frequency analysis in a natural context...
Good Day, This is just to inform that I have added the following powerpoint presentations in my website - http://www.angelfire.com/nh/cpkumar/publication/. 1....
Hi All: Department of Civil and Environmental Engineering University of Windsor, Windsor, Ontario Canada Doctoral and Post-Doctoral Fellowships We are inviting...
Hi Matt, It depends on the amount of vertical variation in the model. For a mountain top to lowlands setting, you'll get the best performance setting up a 3d...
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