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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
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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
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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
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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...
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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...
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Apr 20, 2007
3:52 am
35
Dear Member, I am pleased to inform that I have recently completed the study "Modelling of a Coastal Aquifer using FEFLOW". A brief introduction of the study...
C. P. Kumar
cpkumar
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Apr 29, 2007
5:46 am
36
Dear C P Kumar, After going through your research abstract I am interested to have the complete report and the results. It will be very interesting for me if...
Tapas Karmaker
tapas_karmaker
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Apr 29, 2007
6:11 am
37
Dear Mr Kumar, Please send me your report. I'd like to have one. Thank You Regards LW...
little willow
little_willow71
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Apr 30, 2007
3:15 am
38
Dear Member, This is just to inform that complete report of my study "Modelling of a Coastal Aquifer using FEFLOW" can be downloaded at the following link - ...
C. P. Kumar
cpkumar
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May 3, 2007
3:19 am
39
Because of the broad interest I've put Kumar's report on our ftp server for convenient download: ftp://ftp.wasy.de/FEFLOW/Goa.pdf Best regards, Peter Schätzl ...
peter.schaetzl
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May 3, 2007
3:20 am
40
hi everyone, i am a new feflow`s user i am starting to model a mining area with aprox. 232000 Ha I can not import the data file of the surfaces, i have tried...
tatianarojasr
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May 5, 2007
3:16 am
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