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112
Hello, I am using Visual Modflow (4.2) along with Seawat to model some experiements conducted on saltwater intrusion. In the model scheduled pumping is carried...
john albino
john_d_albino
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Jun 14, 2008
4:21 pm
113
Hello Albino, I think it's a typical Modflow problem (FD method): a dry cell is going to be dry for the whole simulation. Try to enlarge your cell height and...
Daniele Baldi
dbaldi@...
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Jun 16, 2008
11:13 am
114
hello i m fresher for using modflow. can anyone tell me how can i start in modflow. what are the data requirements, what type of data is necessary for the...
shailendra sonekar
shailendraso...
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Jun 17, 2008
6:39 am
115
hi, what version of modflow do you have? Regards, Reza ... From: shailendra sonekar <shailendrasonekar@...> Subject: [visual-modflow] how can i start...
reza saghravani
rezasaghravani
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Jun 17, 2008
1:38 pm
116
Hello. I'm working in a model to evaluate the impact of a mine in the water supply of springs and rivers around the mine. My question is: what is better - put...
Jeane Santos
jepenoff
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Jun 18, 2008
3:45 am
117
hello Shailendra, MODFLOW is a widely used software for groundwater flow modeling purpose. Required data for MODFLOW: - base map of study area - location of...
subrata halder
shalder_2007
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Jun 18, 2008
3:46 am
118
good morning first of all thanks for reply me,i m using modflow 4.0 version, its a demo version. ... From: reza saghravani <rezasaghravani@...> Subject:...
shailendra sonekar
shailendraso...
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Jun 18, 2008
5:06 am
119
Hello Sonekar, Did you consider to take some course on Visual Modflow? Contact me on advancedgwt@... if you want. Dragan On Wed, Jun 18, 2008 at 6:53 AM,...
Dragan Kaludjerovic
kaludjerovic...
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Jun 18, 2008
6:08 am
120
Hello Jeane, it depends on the size and flow of the springs and the connectivity with the aquifer. The main difference between river and drain packages is that...
Stela Cota
stelacota
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Jun 19, 2008
4:11 am
121
Hallo Jeane, The drain boundary package in MODFLOW is designed to simulate the effects of features e.g. agricultural drain, which remove water from thw aquifer...
subrata halder
shalder_2007
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Jun 19, 2008
4:14 am
122
Dear Shailendra, if you want to use MODFLOW software to simulation groundwater flow or contamination, u need the below parameters in the first step. Parameter ...
reza saghravani
rezasaghravani
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Jun 19, 2008
3:04 pm
123
Dear all,   I am just new member. Now, I am doing research about mining that plan to use visual modflow to simulate in my study site. Could anyone ever train...
Srilert Chotpantarat
lertc77
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Jun 20, 2008
3:52 am
124
Maybe, it's a good start point. http://www.swstechnology.com/training_course.php?ID=8 ... Da: visual-modflow@......
Daniele Baldi
dbaldi@...
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Jun 20, 2008
8:47 am
125
Hallo Jeane, The drain boundary package in MODFLOW is designed to simulate the effects of features e.g. agricultural drain, which remove water from thw aquifer...
subrata halder
shalder_2007
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Jun 21, 2008
2:49 am
126
springs like drain is better....
Giovanni
pisolo_quipo
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Jun 24, 2008
11:46 am
127
I think the difference between one and the other is that a drain takes the water out of the system and there is no interaction with the groundwater, while a...
Cristina Perez
cris_h2so4
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Jun 24, 2008
1:26 pm
128
Cristina, so far I used river, once more people suggested river, and I obtained a good calibration. But we are cheking the fields data and the model is not...
Jeane Santos
jepenoff
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Jul 1, 2008
4:05 pm
129
Hi, I am a civil engineer from Chile, I work in groundwater exploration. I have two doubts about Visual MODFLOW: 1.- I found a difference between the water...
Amparo Edwards
aedwards@...
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Jul 5, 2008
3:37 am
130
Hallo, 1) You consider the computed heads obtained from Calibration Graph( Calculated vs. observed head) in steady state model. 2) After running the model in...
subrata halder
shalder_2007
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Jul 5, 2008
11:51 am
131
Dear Ampro,   I guess the data you have put is been interpolated as you need to convert point data into continuous surface. I have done some work for possible...
Suparn Pathak
s_pathak_y
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Jul 5, 2008
11:52 am
132
Hello everyone, I have 6 wells in study area that i want evaluation amount of phosphorus as contamination and then simulate the situation of groundwater...
rezasaghravani
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Jul 10, 2008
4:20 am
133
Hallo, General head boundary is better because Constant head boundary conditions can have a significance influence on the results of a simulation and may lead...
subrata halder
shalder_2007
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Jul 10, 2008
4:46 am
134
Hello everyone, I have met a problem. I set up a uniformed domain with constant heads at east and west boundary. East boundary is influent side and west,...
huochaodashi
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Jul 27, 2008
1:24 pm
135
Hi there, I have met a problem about the velocity at influent&effluent sides. I set up a uniformed domain with constant heads at east and west...
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huochaodashi
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Jul 27, 2008
1:25 pm
136
Dear group members, We would like to invite you to a 4-day traning course: "Integrated Aquifer Characterization and Groundwater Modeling - IACM" Location:...
Jakab Andras
ajakab@...
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Jul 27, 2008
1:26 pm
137
Hello, I'm having problems when I try to use initial heads from a previous run. I get a messenge like this "your initial heads are below the bottom of layer 1...
Paulo Leal
pjvleal
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Jul 27, 2008
1:27 pm
138
Hello Members, I would like to know does anybody has some experience in using HSSM, case studies or reliability of software. Also, some alternatives are...
kaludjerovicdragan
kaludjerovic...
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Jul 30, 2008
3:44 am
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
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