Dear Member, Based upon the information received, I have initiated preparing the directory of groundwater hydrologists. You can access the directory at ...
Dear Member, I intend to prepare a directory of groundwater hydrologists. After compilation, I can upload the directory in the Files section of gwmodel group...
Dear Group Member, I am grateful to the following members/experts for their interesting/useful observations/comments/suggestions on my report "Modelling of a...
The problem is maybe cause by the superposition of several points. So the number of points you have is really important and you surelly can decrease this...
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...
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 ...
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 - ...
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...
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...
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 ...
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...
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 ...
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...
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...
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...
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...
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 ...
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 ...
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...
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...
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 - ...
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 ...
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 ... ...
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...
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...
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...
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...
