Hi Matt, Visual MODFLOW 4.3 and Visual MODFLOW 2009.1 are supported on Windows Vista Ultimate, Business and Enterprise Editions, as well as Windows XP Pro...
A.a my name is shaheen.i am doing M.sc in applied hydrology from punjab university .ground water modeling is my course of 3rd symester . i do not know more...
yes we can use the riverbed conductance as a calibration parameter in order to get the measured exchanged flow. ________________________________ From: Giovanni...
Hi Pete; Thanks for the reply. My steady-state model is 3 layers and consists of 200K cells. I am using 90 target heads for calibration and estimating 110 K...
Hi there: Following up - we did not discuss the dimensions of your problem previously. Now that I understand these dimensions, you have set up quite a...
Hi, Does anyone know where I can find some literature values for the diffusion coefficient for saline water in an aquifer? I have searched and found very...
Hi Adrian, Given the current setup of computers, the processor and RAM memory work way faster than the hard drives (unless you are using solid-state or SCSI...
It really depends on how long each time step takes to calculate. As the length of time needed to compute each time step goes up, the significance of write...
jrumbaugh@...
Jun 19, 2009 11:24 am
3068
Thank you! It is a strange coincidence but I was actually reading a paper by Gelhar of the same name when I read your reply! I will try to find his book. ...
Hi Jim; I have copy of Aquiferwin32 v3.07 Professional, inherited the software from an employee who left the company. However, I am unable to use the software...
A.a ap sub members ka kia hal ha ma umeed karti ho ka jaha bi jasa bi hain thek thak hain or Allaha pak ap sub ko thek thak raka bashak chaha koi mulim ha...
Adrian, I've found that office network traffic can cause slower model run times. If I'm writing a lot of output to disk, I sometimes run models on a local hard...
Dear Shaheen, One of the best and most accepted tech to detect Fluoride in aquesous solutions is ion-selective electrode. I have used the Jenway pH meter and...
Employment News (26 May 2009 - 1 June 2009) NATIONAL INSTITUTE OF HYDROLOGY (A GOVT. OF INDIA SOCIETY UNDER MINISTRY OF WATER RESOURCES) JAlVIGYAN BHAWAN,...
Dear Shaheen, Collect groundwater samples and have them analysed for arsenic and flouride. Compare results with WHO or standards of the country where you...
Dear All Members, Pl put some light on biosolids , i got stuck in defining biosolids , some litrature say these are...
priti
priti_20us@...
Jun 22, 2009 8:37 am
3076
Hi, I have a basic 2D saline intrusion model and I am trying to decide on a logical way to select the longitudinal dispersivity. I am aware of the scale...
Hi everyone, I am trying to read a binary budget file, created by MODFLOW/SWI (.zta file). According to the instructions, I can do this by using the Argus ONE...
Christina Karamperidou
ckaramp@...
Jun 24, 2009 4:04 am
3079
Hi In fact, nobody knows exactly for this value and it is also involved with the scale problem. I myself recommend you to apply the inverse approach or...
1. Make sure you have Argus ONE and have the MODFLOW GUI installed. 2. Start Argus ONE and select PIEs|New MODFLOW Project. 3. Click OK. 4. Select PIEs|Edit...
rbwinston@...
Jun 24, 2009 8:31 am
3081
Thanks for the help, I will try the smaller values and see how it goes. As always I imagine it will involve some degree of comprimise with the grid and time...
Thanks for your reply! After importing the model in Argus ONE, and then using MODFLOW/Solute-Transport Post-Processing to read the budget file, I get the...
Christina Karamperidou
ckaramp@...
Jun 24, 2009 2:52 pm
3083
Hello all, I'm hoping that someone can give me some pointers on reworking my BCTIME subroutine to account for spring-neap tide transitions. I have...
It sounds like a bug in the MODFLOW GUI. If you send the Argus ONE model and the budget file to me at my USGS email (rbwinst@...), I'll take a look and...
rbwinston@...
Jun 24, 2009 4:15 pm
3085
Try this URL for their home page http://www.groundwatermodels.com/Back_to_Home_Page.php Bruce...
Hi all, I am using finite element modeling for calculation of groundwater head in an aquifer area. I'm taking recharge term at the right hand side of the...
Dear Poulomi: Perhaps I can help you. At CDM, our DYNSYSTEM groundwater flow simulation code, DYNFLOW (see www.dynsystem.com ), uses triangular finite elements...
Having problems with message search?
Fill out this form to ensure your group is one of the first to be migrated to the new message search system.
