Sign In
New User? Register
feflow · FEFLOW Users Group
? Already a member? Sign in to Yahoo!

Yahoo! Groups Tips

Did you know...
You can search the group for older messages.

Messages

  Messages Help
Advanced
Messages 5 - 34 of 221   Oldest  |  < Older  |  Newer >  |  Newest
Messages: Simplify | Expand   (Group by Topic) Author Sort by Date ^
5
Please find below an announcement for the release of V10 of PEST and associated UK and USA courses in parameter estimation and uncertainty analysis. Apologies...
Matt Tonkin
matt@...
Send Email
Aug 4, 2005
3:34 am
6
First International FEFLOW User Conference WASY is organising "International FEFLOW User Conference" during September 10-15, 2006 at Berlin, Germany. The aim...
C. P. Kumar
cpkumar
Offline Send Email
Aug 11, 2005
12:36 pm
7
Last call! - spaces are still available for two parameter estimation and uncertainty analysis course to be held in the UK and USA this summer. Best wishes, ...
Matt Tonkin
matt@...
Send Email
Aug 23, 2005
11:15 am
8
Dear Sir/Madam I would like to prepare the input files of Modflow (PM5.1) externally (by another application). The input files are *.con,*.htc,*.lea and so on....
civil_cd
Offline Send Email
Sep 10, 2005
3:39 am
9
Hy, I'm just begeening to use Feflow 5.2. I'm building a model in 3D with 8 superelements, corresponding to 8 different conductivity zones. During the...
michael_verreault
michael_verr...
Offline Send Email
Mar 9, 2006
8:38 am
10
This is a brief email to provide information on the upcoming model calibration and uncertainty analysis course – using PEST – in late summer 2006. Regards...
Matt Tonkin
matt@...
Send Email
Apr 1, 2006
3:04 am
11
Dear Group Members, Using FEFLOW (for the first time), I am in the process of model setup for simulation of seawater intrusion in Goa coast (India). The ...
C. P. Kumar
cpkumar
Offline Send Email
Dec 11, 2006
4:57 am
12
Hi Kumar, -yes you can make trp file outside feflow. Just look at the file format for trp file. -if you have density of well for an area with average pumping...
little willow
little_willow71
Offline Send Email
Dec 11, 2006
6:45 am
13
for your query on dug wells, if you attribute those wells to your first top layer you can you use in flow material menu the "In/out flow on the top" button....
Bontemps Thierry
tbontemps
Offline Send Email
Dec 11, 2006
9:32 am
14
M Kumar, Answer about question 1 You can also import most values from shape files (Arc View or Arc info or Mapinfo (using universal translator)) using...
Michael Verreault
michael_verr...
Offline Send Email
Dec 12, 2006
4:03 am
15
Dear Group Member, Using FEFLOW (for the first time), I have completed the model setup for simulation of seawater intrusion in Goa coast (India). For initial...
C. P. Kumar
cpkumar
Offline Send Email
Jan 12, 2007
9:52 am
16
I am considering purchasing FEFLOW as part of simulating changes in flow fields associated with soil compaction. I have the following questions related to its...
saxahydros
Offline Send Email
Jan 13, 2007
6:38 am
17
Dear Group Member, I have a small query regarding FEFLOW simulation. After setting-up the model for simulating seawater intrusion in Goa coast (India), I made...
C. P. Kumar
cpkumar
Offline Send Email
Jan 14, 2007
5:55 am
18
Dear Group Member, I have few queries regarding model setup for FEFLOW. (1) To model unconfined coastal aquifer with two layers (top sand and bottom clay), I...
C. P. Kumar
cpkumar
Offline Send Email
Jan 24, 2007
6:47 am
19
Dear Mr. Kumar, I have same type of problem. I assined top layer as Phreatic. You may not assign any boundary condition at the top layer. Sincerely, Tapas ... ...
Tapas Karmaker
tapas_karmaker
Offline Send Email
Jan 25, 2007
5:05 am
20
Hi, It looks like that if the water table inside the first layer is a 'strong' condition, then a moving mesh according to water table can be used. Assigning ...
little willow
little_willow71
Offline Send Email
Jan 25, 2007
10:46 am
21
Dear little willow, Thank you very much for your kind response and suggestions. It makes the things more clear to me. I understand that I have two options - ...
C. P. Kumar
cpkumar
Offline Send Email
Jan 25, 2007
11:08 am
22
Dear Mr. Kumar, as I understand it, you should use the option "Free & movable" if you don't mind remembering where the topographic surface is: FEFLOW will move...
Giovanni Formentin
piercoop
Offline Send Email
Jan 26, 2007
7:49 am
23
Dear mr Kumar, The top of slice 1 could be assign by using your relief.trp file. You could use free&movable for slice 1. Your initial flow Hydraulic head...
Bontemps Thierry
tbontemps
Offline Send Email
Jan 26, 2007
10:30 am
24
Hi, 1. Both can be done, you can assign initial hydraulic head or topography, but I usually put topography. 2. No, you do not have to define initial hydraulic ...
little willow
little_willow71
Offline Send Email
Jan 27, 2007
4:23 am
25
Hi to everybody! I am attending the first official course of FEFLOW in Italy (Ferrara) organized by WASY. With the other attendees we decided to create a new ...
Giovanni
pisolo_quipo
Offline Send Email
Mar 22, 2007
11:15 am
26
When I make a back ground in femap of feflow , I get some troubles. 1. I launch feflow map assistant,then open a .bmp format file . 2. define the image...
likuihao2000
Offline Send Email
Mar 24, 2007
3:53 am
27
Dear all I am a new feflow user ! I hope you can help me. I am currently using the version 5.2 installed in a pc with win XP SP2. I am trying to test the...
Giovanni
pisolo_quipo
Offline Send Email
Mar 31, 2007
5:04 am
28
I would like to apologize for the last email I sent. I noticed a stupid thing I have done in the model. The fixed constant head I assigned for the drain is...
Giovanni Firmani
pisolo_quipo
Offline Send Email
Apr 1, 2007
4:06 am
29
Dear Members, i am doing research on ground water optimization for coastal region. i need to optimize pumping rate, etc..,. so i want any GW optimization...
lenin kalyanasundaram
leninks_1979
Offline Send Email
Apr 16, 2007
3:12 am
30
MODFLOW have a special version that may suit your purpose. Please check the usgs website, I think it is called GWM. http://pubs.usgs.gov/of/2005/1072/ Regards ...
lester
lester_zhang
Offline Send Email
Apr 16, 2007
3:35 am
31
Lenin, I didnt quite understand the type of optmization you have to study, by the way I suggest you to give a look to this link: ...
Giovanni
pisolo_quipo
Offline Send Email
Apr 16, 2007
8:25 am
32
Hello, My study area has sea water intrusion problem as it is located on the sea coast. So, in order to minimise/prevent the effect of this i need to optimise...
lenin kalyanasundaram
leninks_1979
Offline Send Email
Apr 18, 2007
8:43 am
33
Lenin, you can do that with the parameter estimator of Modflow or Feflow as well ciao gio...
Giovanni
pisolo_quipo
Offline Send Email
Apr 18, 2007
9:41 am
34
Lenin, For optimisation, just try to constrant pumping well by water level in the well using feflow. It should give you the correct answer about pumping rate ...
Michael Verreault
michael_verr...
Offline Send Email
Apr 20, 2007
3:52 am
Messages 5 - 34 of 221   Oldest  |  < Older  |  Newer >  |  Newest
Advanced

Copyright © 2009 Yahoo! Inc. All rights reserved.
Privacy Policy - Terms of Service - Guidelines - Help