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139
Does anyone know how to add lake 3 package into Visual Modflow 4.2 ? Thanks, Daniele...
Daniele Baldi
dbaldi@...
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Aug 3, 2008
3:44 pm
140
Paulo, I guess this can happen is you have had dry cells in your previous run. Have you checked for this reason? Stela 2008/7/24 Paulo Leal...
Stela Cota
stelacota
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Aug 4, 2008
12:12 pm
141
Hi to the members of this group. That's my first post ever here ! I'm performing a preliminary research concerning the possibility to modelize a chalk aquifer...
fabrice.compere
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Aug 6, 2008
9:20 am
142
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...
Cristina Perez
cris_h2so4
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Aug 6, 2008
2:31 pm
143
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...
riccardog1983
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Aug 7, 2008
12:29 pm
144
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...
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huochaodashi
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Aug 7, 2008
2:44 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...
subrata halder
shalder_2007
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Aug 11, 2008
3:41 am
146
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@...
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Aug 25, 2008
1:44 pm
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...
Stela Cota
stelacota
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Aug 26, 2008
3:29 am
148
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@...
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Aug 26, 2008
9:17 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...
rory_valerias
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Sep 8, 2008
8:45 am
150
Hi Arjen, have you checked the *.ot file in order to know if RT3D makes the computation ? Daniele ... Da: visual-modflow@......
Daniele Baldi
dbaldi@...
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Sep 9, 2008
8:29 am
151
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...
Stela Cota
stelacota
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Sep 10, 2008
11:34 am
152
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...
mohammad mohseni alange
mohseni_alange
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Sep 12, 2008
3:32 am
153
Good Day, I invite suggestions from the learned members regarding most appropriate methods to estimate groundwater recharge from artificial recharge and...
C. P. Kumar
cpkumar
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Oct 14, 2008
6:39 am
154
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 ?...
Srilert Chotpantarat
lertc77
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Oct 14, 2008
3:00 pm
155
Dear Dr. Srilert Contaminant transport in hydrogeologic systems requires knowledge of transmissivity, storage coefficient, and dispersivity. Techniques for ...
C. P. Kumar
cpkumar
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Oct 14, 2008
3:29 pm
156
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...
thomas_a1b2c3d4
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Oct 15, 2008
8:56 am
157
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...
joutomuro
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Oct 26, 2008
4:47 am
158
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 ...
yyukishiro
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Nov 15, 2008
5:32 am
159
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...
yyukishiro
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Nov 15, 2008
5:32 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 ...
hopitosquamish
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Dec 6, 2008
4:59 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@...
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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@...
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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...
slb_water_services
slb_water_se...
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Dec 23, 2008
3:40 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@...
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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@...
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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,...
C. P. Kumar
cpkumar
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Apr 9, 2009
12:37 am
168
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@...
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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...
laia.casadella
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Apr 29, 2009
10:19 am
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