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Messages 3199 - 3228 of 3228   Oldest  |  < Older  |  Newer >  |  Newest
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3199
Dear Member The pumping rate must be stable or measured during the whole period; small changes in pumping rate can markedly affect the analysis results. When...
Neerajkumar D Sharma
neerajdsharma
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Oct 20, 2009
7:04 am
3200
The transfer boundary can be used for this purpose. The transfer rate then corresponds to the conductivity divided by the distance from the model boundary. In...
peterschaetzl
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Oct 20, 2009
8:28 am
3201
Kumar, FEFLOW has not been fully coupled to MIKE-SHE yet. We are currently using both programs on projects in a way that MIKE-SHE is used for processes above...
peterschaetzl
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Oct 20, 2009
8:29 am
3202
Yes, use the cauchy bc with transfer (similar to the conductance term) properties, but as Peter Schätzl indicated, it would be better to simulate distant bc's...
Pete Sinton
denpos42
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Oct 20, 2009
2:42 pm
3203
MODFLOW can simulate both surface and sub-surface flow processes in a coastal aquifer. Engr. Hamza Farooq Gabriel, PhD Candidate International Centre of...
Engr. H. F. Gabriel
hfgabriel2001
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Oct 21, 2009
3:59 am
3204
Thanks Peter & Pete, I think you are right about it being easier to just extend the boundary, but I also appreciate the help clarifying the application of the...
hydrogeomatt
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Oct 22, 2009
2:16 pm
3205
Dear list members, What's wrong in Earth sciences ? I was told that to evaluate if a distribution is gaussian one has to compute the value of the ...
Courbet Oran
courantfr
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Oct 22, 2009
3:29 pm
3206
If you have not already taken the plunge, consider joining us for the first-ever PEST (Parameter ESTimation) Conference, November 2-4, 2009, in Maryland, USA....
Matt Tonkin
mtonkin2002
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Oct 24, 2009
2:20 am
3207
Hi !!! I`m working on a groundwater modeling project. I modelise a landfill close of barriers (cutoff walls), seemed exemple of the manual of 3D-Groundwater...
jemedina711
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Oct 24, 2009
2:20 am
3208
Hi dear group!!! I`m working on a groundwater modeling project. I modelise a landfill close of barriers (cutoff walls), seemed exemple of the manual of...
Jorge Medina
jemedina711
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Oct 24, 2009
2:21 am
3209
Dear members Hi,....   I need a simple software to analyse groundwater level fluctautions. If somone has had this please send me. If someone need my help in...
abdul hannan
ahannan_alro
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Oct 24, 2009
7:17 am
3210
I am constructing a model in FEFLOW that contains an unconfined recharge zone and an extensive confined region. What is the best way to go about replicating...
hydrogeomatt
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Oct 26, 2009
3:57 pm
3211
Jorge, The error message you show was not generated by UCODE_2005. If you are using PMWIN to make model runs, I would assume it was generated by PMWIN. I know...
Edward Banta
nbanta52
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Oct 27, 2009
4:14 am
3212
Matt, you can simulate confined/unconfined conditions in FEFLOW: In case the model is 2D horizontal, switch to 'unconfined' and set the top elevation in...
peterschaetzl
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Oct 27, 2009
4:18 am
3213
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...
Pete Sinton
denpos42
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Oct 27, 2009
4:21 am
3214
How many pumping wells? Perhaps you should not use UCODE and use your intuition instead. *Pete Sinton* www.aquageo.us...
Pete Sinton
denpos42
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Oct 27, 2009
4:22 am
3215
Hi All: Department of Civil and Environmental Engineering University of Windsor, Windsor, Ontario Canada Doctoral and Post-Doctoral Fellowships We are inviting...
boliset@...
boliset
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Oct 30, 2009
2:49 am
3216
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....
C. P. Kumar
cpkumar
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Oct 30, 2009
2:55 am
3217
Call for Papers : Special Issue on Probability Distributions and Frequency Analysis (PDFA) OBJECTIVES: The objective of frequency analysis in a natural context...
saeid
saeid4040
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Oct 30, 2009
9:36 am
3218
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...
Douglas Graham
dgrahamdk
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Oct 30, 2009
10:40 am
3219
please do anyone have an idea on groundwater remediation...
pupasox
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Nov 3, 2009
3:44 am
3220
Looks like VModflow 3D Builder or GMS can do it, but they are too expensive. Are there any free ones? Thanks. Li...
vincentwanglee
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Nov 3, 2009
6:09 am
3221
ModelMuse http://water.usgs.gov/nrp/gwsoftware/ModelMuse/ModelMuse.html...
Richard B. Winston
rbwinston@...
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Nov 3, 2009
2:13 pm
3222
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...
hydrogeomatt
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Nov 3, 2009
2:13 pm
3223
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...
hydrogeomatt
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Nov 3, 2009
3:54 pm
3224
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...
Pete Sinton
denpos42
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Nov 4, 2009
2:32 am
3225
Thanks. I did play with ModelMuse before to generate inputs for PHAST, but never thought of using it to draw a site conceptual model... Li...
vincentwanglee
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Nov 4, 2009
2:34 am
3226
You're invited to this live and interactive online webinar: 'Slug Tests for Site Characterization: Practical Guidelines to Improve Efficiency and Accuracy' Jim...
Midwest
geo_man2006
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Nov 4, 2009
2:37 am
3227
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...
peterschaetzl
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Nov 4, 2009
11:40 am
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...
richardw.price
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Nov 6, 2009
3:45 am
Messages 3199 - 3228 of 3228   Oldest  |  < Older  |  Newer >  |  Newest
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