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  • Members: 367
  • Category: Earth Sciences
  • Founded: Oct 15, 2004
  • Language: English
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Messages 191 - 220 of 292   Oldest  |  < Older  |  Newer >  |  Newest
Messages 191 - 220 of 292   Oldest  |  < Older  |  Newer >  |  Newest
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191 richardw.price Send Email Feb 9, 2010
3:54 am
Dear Visual MODFLOW Users Group members, A member of Visual MODFLOW Users Group has created a Visual MODFLOW Users Group group on Academia.edu. Academia.edu...
192 soildoc1 Send Email Feb 18, 2010
4:36 am
To All: I will be offering for auction,on Ebay, my Visual-Modflow 4.20 Software. The auction will include Users and license manuals, USB dongle and 4.20 disk....
193 IFTIKHAR SABIR
sabiriftikhar@... Send Email
Feb 21, 2010
6:19 am
how much price ? Iftikhar To: visual-modflow@... From: soildoc1@... Date: Wed, 17 Feb 2010 16:02:34 +0000 Subject: [visual-modflow]...
194 Matt Tonkin
matt@... Send Email
Mar 6, 2010
2:34 am
Hi: Registration is open for a Double-Header PEST course, comprising a two-day "Introduction to PEST" course and a subsequent two-day "Advanced Analysis using...
195 Daniele Baldi
daniele.baldi@... Send Email
Apr 10, 2010
3:24 am
Hi: Registration is open for a Double-Header PEST course, comprising a two-day "Introduction to PEST" course and a subsequent two-day "Advanced Analysis using...
196 Matt Tonkin
matt@... Send Email
Apr 19, 2010
4:06 am
Apologies for any cross-postings. A brief email with some updates on the PEST software, developments, and courses. 1. PEST COURSE, PORTLAND, OR, MAY 2010 - For...
197 taiseer_gift Send Email May 4, 2010
12:55 pm
Hi all, I need some complete example which I can run with FEFLOW (or other codes). These examples should include only groundwater flow with: - recharge or...
198 Yohannes
yohannesyihdego Send Email
Jun 8, 2010
3:06 am
I am using two alternative models to simulate the quarry site in Visual MODFLOW 2009.1: 1.I am planning to use high K value for the bottom layer instead of...
199 Daniele Baldi
daniele.baldi@... Send Email
Jun 15, 2010
6:19 am
Dear All, Just to remind that the registration form has to be send before July 15 (send to daniele.baldi@... ; fis.ceri@...): PEST COURSE, ITALY,...
200 Giovanni Firmani
pisolo_quipo Send Email
Jun 25, 2010
6:35 am
I know that if I add a new observation I have to run the model again. I was wondering if it was possible to extract the hydrographs for every new observation...
201 Giovanni Firmani
pisolo_quipo Send Email
Aug 5, 2010
3:26 am
I am going to simulate a recovery run, using the final heads of a previous dewatering model simulation. I am currently using MODFLOW-SURFACT (for both of the...
202 alexander pena reyes
fredytin Send Email
Sep 21, 2010
4:07 pm
Hello Everybody, i have two questions 1-i got a model which was done in the direction of a N-S coordiante system, which is not correlated to the parallel...
203 Jakab Andras
ajakab@... Send Email
Sep 22, 2010
8:25 am
Dear Fredy. I'm afraid that what you are trying to do is not possible with Visual MODFLOW (or even other MODFLOW GUI) without reassigning your boundary ...
204 ronnell magalso
ronmagl Send Email
Sep 23, 2010
4:23 am
Hello There! Have you heard about Processing Modflow ? A modflow GUI from a German University.I&#39;ve used it before and I think It can handle your problem of...
205 Yohannes
yohannesyihdego Send Email
Nov 10, 2010
6:36 am
Hi all', I would like to simulate the outflow rate out of a saturated compacted fill material 120 m by 60 m pit area (1.8 m depth) with 4 layers units...
206 karim
karimroshdy Send Email
Dec 10, 2010
8:26 am
Dear all, I have a problem in Visual Modflow, when I am trying to model a partial penetrating well in unconfined aquifer "as a one layer", I am getting a...
207 Mohammad Mohseni
mohseni_alange Send Email
Dec 10, 2010
1:41 pm
Dear all How can I export input data of Visualmodflow4.2 to PMWIN8 or PMWIN5.3? Do you have special tools for this best Mohammad Mohseni Aref...
208 m2pdjkth Send Email Jan 14, 2011
3:08 pm
http://www.mdpi.com/2073-4441/3/1/1/ Abstract: In Nepal, arsenic (As) contamination is a major issue of current drinking water supply systems using groundwater...
209 Giovanni Firmani
pisolo_quipo Send Email
Jan 18, 2011
7:14 am
What's the best software to simulate multi - model analysis in order to determine the uncertanties of the groundwater models? Thank you Giovanni...
210 mohamed nassar
ma_nassar2001 Send Email
Jan 18, 2011
8:24 am
MMA, A Computer Code for Multi-Model Analysis by USGS (http://pubs.usgs.gov/tm/2007/06E03/) Mohamed ________________________________ From: Giovanni Firmani...
211 Cedrick Gijsbertsen
C.Gijsbertsen@... Send Email
Jan 21, 2011
2:57 am
Hello, I need to convert an existing MODFLOW-2000 or -96 model into Visual Modflow 2010. The following file-types are available: *.BAS...
212 mgubertini Send Email Feb 2, 2011
3:48 pm
Hi all. I'm trying to reproduce the Henry classic benchmark problem with Visual Modflow 2009 + Seawat 4. I'm experiencing a significant difference between the...
213 rmbanguka Send Email Mar 7, 2011
10:43 am
Hi All. is there a difference between the "World" coordinates in Visual Modflow versions 4.2 and Version 4.5. Indeed, I tried to import a file created with VMF...
214 chrisli1223 Send Email Mar 8, 2011
3:46 am
Hi Rene, My suggestion would be: Back up your files first. Open the *.vmf file using a text editor. Search for the word "World_Origin" and change the X and Y...
215 Rene Pericles Mbanguka
rmbanguka Send Email
Mar 8, 2011
6:23 am
Hi Chris, Thanks a lot for your hint, it really did work perfectly. Rene ________________________________ Eng. René Périclès MBANGUKA Water Res. Eng. &...
216 rmbanguka Send Email Mar 8, 2011
6:44 am
Hello again! How can I model spring discharge in Visual Modflow? I do understand springs are often simulated with the drain package, but my problem is on how...
217 Daniele Baldi
daniele.baldi@... Send Email
Mar 8, 2011
8:21 am
Why don't you assign a constant head and find a k to obtain your discharges ? Cheers, Daniele ... Da: visual-modflow@... ...
218 Rene Pericles Mbanguka
rmbanguka Send Email
Mar 8, 2011
8:58 am
Hi Daniele, From my understanding, a constant head boundary can both act as a source or sink, depending on the assigned head value; so that's why I thought it...
219 Daniele Baldi
daniele.baldi@... Send Email
Mar 8, 2011
10:11 am
Hi Renè, that’s correct, I meant you can use CHD as spring if you are sure that spring will be always as sink (not source). Sometimes it’s possible, of ...
220 Rene Pericles Mbanguka
rmbanguka Send Email
Mar 8, 2011
11:00 am
Thanks Daniele, I will give it a try. The complication is that the springs are located somewhere inside my mode domain. From my previous experience, CHD cells ...
Messages 191 - 220 of 292   Oldest  |  < Older  |  Newer >  |  Newest
Messages 191 - 220 of 292   Oldest  |  < Older  |  Newer >  |  Newest
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