Is there anyone whom may help me in placing a multilevel monitoring well in Visual MODFLOW 2.8.2??? My problem is: #1 I choose Head Obs. #2 I set two...
Hi guys I've just joined in this group to get some help. I've two pumping test data for two different layers pupmped at the same place in different time. for...
=========================================================== Please note deadline for applications is June 7th 2006. Terms of reference may be found in the...
Hello everybody, I'm new in the group and I've used Visual Modflow 3.1 just for one model. I'm now at a good point, good model, good calibration... but I think...
go to Grid>Edit Grid here you can add, remove, refine or course etc. the grid. shimul Room No 92, Pleinlaan 2 1050 Brussels Belgium Phone: +3226295592 Mobile:...
I'm experiencing a problem while trying to run a model. I choose Run -> Run -> Translate & Run. It translates but doesn't start the numeric engine. Has anyone...
Francesca, if you think about rotating your model you might have to first export all your inputs based on model coordinates (instead of world coordinates)....
Kampala, 10th July 2006 19:35HRS (EAT) Hello Francesca, The file which holds the grid information is "projectname.vmf" and grid discretisation information is...
Hi Adam, This is one most of the problems that we have when using Modflow. Why din't you try to use DAFLOW that simulates interactin between subsurface and...
Hello Sir/Madam, I m using Visual Modflow v.4.0 for Groundwater flow Modeling.As i m a new user i m experiencing very elementry problems:- 1) In georeferencing...
Dear Mr. Gupta, THe problem can be handled in following manner: 1) For getting real world coordinate in desired projection from Lat/Long bound you can take...
Hi, Marcio, Thanks for answer. The project with "inflow into the shaft" is over. Writing my mail (many, many months ago) I did not know many details. Finally I...
adam_m
adam_m@...
Aug 8, 2006 3:13 am
44
Dear All. Have you got any experience in modeling fractured media? I wold like to know how is the best way to input/represent falts and fractures in the model....
Hello Sir/Madam, This is Vivek Gupta from IIT kharagpur. I m doing Mtech here in Water resources. and i m doing my project titled " Two dimensional transient...
Dear Members I would like to know if any of you can help me out. I run a simple simulation with MODFLOW without any inconvenient, but when I try to open the...
Adrian, Try copying the file to a new directory and running again. Let me know if this works. Thanks. Joseph...
Joseph Zume
jzume@...
Oct 12, 2006 5:03 am
49
Kampala, Wednesday 11th October 2006 08:10pm Dear Adrian, I had a similar problem with 3D display once, my PC would not even show anything. First try to run...
Hi all... I m doing 2D transient GW modeling using Visual MODFLOW. I m facing some problem while entering pumping schedule. The problem is that MODFLOW allows...
Dear Vivek You can give pumping rate as 0 pumping rate during the non-pumping period and you should use actual well screen thickness. cheers... yash ... From:...
Dear Yash.. Thank you for ur intelligent reply. Sir, some more things i wanted to ask u, As i m a beginner in Modeling, so i m seeking some more help frm u... ...
Dear Vivek, I would like this opportunity to put this forward to anyone in the group: How valid is simulating pumping in a 2D groundwater model ?, as a 2D set ...
Dear Redha You can do pumping test under in 2D modelling in axis-symmetrical mode when you really do not know much about aquifer parameters and hydraulic...
Dear Redha, I m completely agree with Yash Sir. We do 2D areal simulation modeling when we do not have the adequate data (T,S,head etc) of some layers under...
Am I suppose to email my forum postings to here? If so... I have a 3 layer model, which calibrate past 20m (Mean Residual). When I change parameters past the...
Sean Joseph Berry
s.berry@...
Jan 22, 2007 6:22 am
58
Dear Sean Can you expalin your problem in a bit detail? Yash Soil Scientist International Rice Research Institute-India ... From: Sean Joseph Berry...
The model area is approximately 5km N-S, 6km E-W. On the southern border of the model the area discharges along 4.8km of coastline. The lowest of the three...
Sean Joseph Berry
s.berry@...
Jan 23, 2007 4:20 am
60
Have you made a rough water budget for the area? You have to check that the water that run through (according to average transmissivity and gradient) is equal...
Hammarlund Elisabet
elisabet.hammarlund@...
Jan 24, 2007 4:20 am
61
Dear visual-modflow-group, I've problems with the left boundary condition of my model. I know the amount of groundwater (its just an estimation), which is the...
