You can set the sort order of messages? Just click on the link in the date column. Your preferences will be remembered, so you don't have to do it again when you return.
Good Day, I invite suggestions from the learned members regarding most appropriate methods to estimate groundwater recharge from artificial recharge and...
Dear Dr.Kumar, I have visited your web site. I am interesting your works. Could you please suggest me about simulate contaminants in field condition ?...
Dear Dr. Srilert Contaminant transport in hydrogeologic systems requires knowledge of transmissivity, storage coefficient, and dispersivity. Techniques for ...
Hello. I´m new to this group and also pretty new to vmf. I have a problem that I´m looking at and I feel I could use some guidance. I´m planning to do a...
Hello. I am designing a model in modflow (using pmwin) for a 1 layer confined aquifer with known thickness and transmissivity, recharge and evt. I have some...
Hello everybody, I would like to ask which is the better computer configuration to run visual modflow as fast as possible. I'm actually working with a very ...
Hi, 1.- That difference always occurs, but is very little (in my cases is in the second decimal, with head ranging between 0 to 900 m.), so it must be a...
Dear group members, I am just starting to use MODFLOW and I am hoping to find some support here, since I seem to run from one problem into the next, with what ...
dear group, started learning groundwater modeling. To begin modeling, I need initial condition. I know the following: - observation well data - one river...
Water Talk
watertalk@...
Dec 18, 2008 3:28 am
163
Hi, You don't need initial condition if you do a steady state simulation; in this case you can apply an initial condition in order to minimize elaboration...
Daniele Baldi
dbaldi@...
Dec 19, 2008 10:48 am
164
http://www.swstechnology.com/software_product.php?ID=29 Visual MODFLOW Visual MODFLOW is the industry standard in three-dimensional groundwater flow and...
Hi, what exactly is the definition of a screen elevation of observation wells in VisualModflow? I assume it's the midpoint between top and bottom of the...
Dieter Plass
plass@...
Feb 14, 2009 4:31 am
166
Dear Deter, You are perfectly right about the definition of the observation point, however, the definition and selection of it may be further refined based on ...
Jakab Andras
ajakab@...
Feb 16, 2009 8:20 am
167
Dear Friend, While climate change affects surface water resources directly through changes in the major long-term climate variables such as air temperature,...
Hi, in order to simulate tidal oscillation, does anyone know how to do it with constant head boundary (CH)? I mean, Can I applied a head-time-variation...
Daniele Baldi
daniele.baldi@...
Apr 26, 2009 5:15 am
169
Hi everybody, I'm a new user in Visual Modflow and I'm having some problems when trying to create different layer inclination. I have imported correctly data...
Hi all, this is my first mail for visual modflow users group.Know i am trying to create a model for hard rock region, regarding this i was tried to set...
You said that your "layer elevations are really high compare to river head". Do you mean, the top of the layer or the bottom? You should check the bottom, it...
Hi, I have some problems when I try to import some Groundwater Vistas files to Visual Modflow; I have 9 layers in my model and I can't import elevations for 8...
I want to develop a simple 1 layer model and was wondering if I could use constant head boundaries on the upgradient and downgradient sides ends of my model...
Jason, I would say that it depends on your objective. If you just want to describe a steady-state well-defined flow system, you can do as you said, no problem....
From Dr K Elangovan Assistant Professor Department of Civil Engineering PSG College of Technology Coimbatore 641 004 E-Mail: elangovan2k@... Cell No....
Hi, I've got the set of visual MODFLOW files from a model done on the Guarani Aquifer in South America. Since I haven't got the program, I'm trying to read the...
Hi Pamela, Visual MODFLOW is a graphical user interface that has implemented the USGS MODFLOW engines to run the flow model simualations. Visual MODFLOW takes...
Dear members, I am the New person for this Visual MODFLOW user group and very happy to join this group. I am doing Groundwater flow modeling for an industrial...
Hello dear members, I'm doing a flow model of a thermal aquifer and I simulated thermal springs as drains. I set the elevation of the drain as the top of the...
Hi I use Visual ModFlow 4.2 and when I start the program and appears a message EAccessViolation, in internet i view, in another programs is problem of the name...
