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.
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 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...
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, 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
167
Dear Friend, While climate change affects surface water resources directly through changes in the major long-term climate variables such as air temperature,...
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
165
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
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, 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
162
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
161
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 ...
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...
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 ...
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. 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...
Dear Dr. Srilert Contaminant transport in hydrogeologic systems requires knowledge of transmissivity, storage coefficient, and dispersivity. Techniques for ...
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 ?...
Good Day, I invite suggestions from the learned members regarding most appropriate methods to estimate groundwater recharge from artificial recharge and...
Dear Sir How can I find SUB package of MODFLOW in Visualmodflow3.1 How can I calculate earth subsience of drawdown by VisualModflow3.1 sincerly yours...
Well, I suggest you to check the water velocity to see if the time scale that you are using in the transport simulation is compatible with it. It could be just...
Hi Arjen, have you checked the *.ot file in order to know if RT3D makes the computation ? Daniele ... Da: visual-modflow@......
Daniele Baldi
dbaldi@...
Sep 9, 2008 8:29 am
149
Hello, I'm trying to run a Visual Modflow model in RT3Dv2.5 using Instanteneous aerobic decay of BTEXN. I've put in a constant concentration for BTEXN and...
Yes, it is a steady-state simulation. Am I right in assuming that steady-state simulation means that water levels are calculated for a quasi infinite time...
Dieter Plass
plass@...
Aug 26, 2008 9:17 am
147
Because you are probably talking about a steady-state simulation, isn´t it? I had a problem like this too. If the K is too low, the porous material is not...
It seems I am lacking some basic understanding of hydraulics: Why does 1 mm/a of recharge to an aquitard result in a water level rise of 1.000 m? Dieter...
Dieter Plass
plass@...
Aug 25, 2008 1:44 pm
145
Hi Paulo, During 'creation of a new model' in 'model domain' window, u might put such a value of "Zmax" (i.e bottom) in layer 1, which is above the initial...
Hi there, Regarding ur boudary condition, you have a constant horizontal flux. But u can't find such type of boundary in visual modflow. The thing u need to...
hi.. I'm a student and i'm using visualmodflow for my thesis.. can anyone tell me how plan as boundary a CONSTANT HORIZONTAL FLUX (m3/sec)?Can i use GENERAL...
I would set up the model with at least two layers, as unconfined aquifer. Then, in the top layer, assign two conductivity areas: one with high, for the...
