http://in.groups.yahoo.com/group/visual-modflow/ Visual MODFLOW Users Group Thu, 18 Jun 2009 14:37:09 GMT Stela Cota http://in.groups.yahoo.com/group/visual-modflow/message/175 http://in.groups.yahoo.com/group/visual-modflow/message/175 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. Wed, 17 Jun 2009 13:17:41 GMT jgaratti http://in.groups.yahoo.com/group/visual-modflow/message/174 http://in.groups.yahoo.com/group/visual-modflow/message/174 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 Wed, 10 Jun 2009 16:34:01 GMT fanny.thenault@... http://in.groups.yahoo.com/group/visual-modflow/message/173 http://in.groups.yahoo.com/group/visual-modflow/message/173 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 Tue, 09 Jun 2009 14:28:27 GMT mohammad mohseni alange http://in.groups.yahoo.com/group/visual-modflow/message/172 http://in.groups.yahoo.com/group/visual-modflow/message/172 Dear friend I want to calculate subsidence with modflow and compare with InSAR result how can i do it by modflow Sat, 09 May 2009 15:21:38 GMT Stela Cota http://in.groups.yahoo.com/group/visual-modflow/message/171 http://in.groups.yahoo.com/group/visual-modflow/message/171 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 Sat, 09 May 2009 04:00:36 GMT kaviyarasanrajendran@... http://in.groups.yahoo.com/group/visual-modflow/message/170 http://in.groups.yahoo.com/group/visual-modflow/message/170 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 Wed, 29 Apr 2009 10:19:52 GMT laia.casadella http://in.groups.yahoo.com/group/visual-modflow/message/169 http://in.groups.yahoo.com/group/visual-modflow/message/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 Sun, 26 Apr 2009 05:15:20 GMT Daniele Baldi http://in.groups.yahoo.com/group/visual-modflow/message/168 http://in.groups.yahoo.com/group/visual-modflow/message/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 Thu, 09 Apr 2009 00:37:14 GMT C. P. Kumar http://in.groups.yahoo.com/group/visual-modflow/message/167 http://in.groups.yahoo.com/group/visual-modflow/message/167 Dear Friend, While climate change affects surface water resources directly through changes in the major long-term climate variables such as air temperature, Mon, 16 Feb 2009 08:20:39 GMT Jakab Andras http://in.groups.yahoo.com/group/visual-modflow/message/166 http://in.groups.yahoo.com/group/visual-modflow/message/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 Sat, 14 Feb 2009 04:31:48 GMT Dieter Plass http://in.groups.yahoo.com/group/visual-modflow/message/165 http://in.groups.yahoo.com/group/visual-modflow/message/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 Tue, 23 Dec 2008 03:40:26 GMT slb_water_services http://in.groups.yahoo.com/group/visual-modflow/message/164 http://in.groups.yahoo.com/group/visual-modflow/message/164 http://www.swstechnology.com/software_product.php?ID=29 Visual MODFLOW Visual MODFLOW is the industry standard in three-dimensional groundwater flow and Fri, 19 Dec 2008 10:48:17 GMT Daniele Baldi http://in.groups.yahoo.com/group/visual-modflow/message/163 http://in.groups.yahoo.com/group/visual-modflow/message/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 Thu, 18 Dec 2008 03:28:14 GMT Water Talk http://in.groups.yahoo.com/group/visual-modflow/message/162 http://in.groups.yahoo.com/group/visual-modflow/message/162 dear group, started learning groundwater modeling. To begin modeling, I need initial condition.  I know the following: - observation well data - one river Sat, 06 Dec 2008 04:59:30 GMT hopitosquamish http://in.groups.yahoo.com/group/visual-modflow/message/161 http://in.groups.yahoo.com/group/visual-modflow/message/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