Prof Fredlund, thanks a lot for some paper. i have read paper "The application of dynamic programming to slope stability analysis". I sure will give many...
Forwarded message from Pu Min (minpu99@...) Dear Mr. Kumar: I got your email from the Yahoo group. I am writing to ask you a question of Visual Modflow....
You could assign a constant flux to each node, or cell, in your model using the MODFLOW well package. Hope that helps. Steven Stuart Hydrogeologist Dudek &...
Steve Stuart
sstuart@...
Oct 5, 2005 6:11 am
1758
Hello all, I am in process of building geometry of a model comprising of several layers. - Few layers pinches out. - I have data for each layer in x, y, z...
Description: Senior Engineering Manager, Water Area Manager Location Los Angeles, CA Recognized as a leader in consulting, planning, engineering and program...
Dear Sir, I have to start working with contaminant transport modeling using MT3D mainly by the effect of fetilizers pertaining to an area which is located in...
Jain, Anuraga
Anuraga.Jain@...
Oct 5, 2005 6:14 am
1761
Dear Pu Min, the constant flux condition must be made with wells that inject water. Marcelo Varni ... From: "C. P. Kumar" <cpkumar@...> To:...
mfontana
mfontana@...
Oct 5, 2005 6:17 am
1762
Aren't the odd thickness the error from the interpolation, may be try another interpolation method will help, otherwise maybe use some external program to do...
Jinhui Zhang
jinhui@...
Oct 7, 2005 10:54 am
1763
Hashmat, When interpolating add dummy points in areas where you have no data. This should help you to control the interpolation results. Good luck Bron ... ...
Bron Smolski
bron.smolski@...
Oct 7, 2005 10:58 am
1764
Hashmath- You have two options here. First, you can have the model layer share properties with a layer above or below to represent the hydrologic unit above...
Michael.Beach@...
Oct 7, 2005 11:02 am
1765
Hallo syed hashmath, You have two options to come over this problem, First: you can achieve the interpolation of your layers from top to down (from the upper...
Hi Bron, now i tested what you wrote me, but my output.dat tells me: OUTPUT CONTROL FOR STRESS PERIOD 1 TIME STEP 1 ERROR READING OUTPUT CONTROL INPUT...
The scenario: an injection well to be installed into a thick (~100m) unsaturated zone the largest part of which is composed of fissured structured chalk. The...
The reason for the error is that MODFLOW requires you to use a code number to identify one of several predetermined output formats rather than allowing you to...
Richard B. Winston
rbwinston@...
Oct 7, 2005 11:47 am
1769
Hello everyone. I am a longtime list member but post very rarely. I need some unsaturated flow guidance from the finest minds in groundwater modeling: I am...
Henry Freedenberg
henryf@...
Oct 8, 2005 10:55 am
1770
Dear Milo Simonic In Hyderabad, India we have hard rocks (granitic rocks) few of the wells that gave good water (but are now dry) were converted to injection...
Dear fellows; What is the use of cummulative absolute deviation in model calibration. How can we find this? regards, M. Arshad ... Yahoo! Music Unlimited -...
Mohammad Ars
mashr22@...
Oct 8, 2005 11:01 am
1773
At present, the MODFLOW GUI can import HFB data from MODFLOW-96 models but not MODFLOW-2000 models....
Richard B. Winston
rbwinston@...
Oct 9, 2005 9:08 am
1774
Hi, Can anyone suggest method to solve these problems encounterd on using FEFLOW (1) Using FEFLOW in 3d with dimensions of the order of 2000 m x2000 m by 10 m...
Job Description: Individual will assist with a diverse variety of water resources planning and design projects. Responsibilities will include hydrologic and...
Hello Hashmath, Please find below a link to one of our Archived Tips and Tricks articles regarding how to model pinched layers within Visual Modflow: ...
Techsupport
techsupport@...
Oct 12, 2005 8:59 am
1777
In VS2DT, be sure to select "Simulate Transport" under the Options/Model/Basic tabs. Afterwhich, you should have the option to define a specified...
Steve Stuart
sstuart@...
Oct 12, 2005 8:59 am
1778
constant flux could also be provided through the recharge package of modflow/visual modfloe Manoj Shrivastava ... model ... Behalf ... When ... constant ... ...
Dear listmembers, I am currently evaluating web based database management, analysis and visualisation systems (web based GIS) packages specifically for the ...
Dear Members of GWMODEL group, My name is M. Tamer AYVAZ. I am a PhD student at Dept. of Civil Eng., Pamukkale University/Turkey. I am looking for a company or...
m.tamer ayvaz
tayvaz@...
Oct 21, 2005 5:39 am
1781
hi, pl can someone help me In FEFLOW i want to use a time variant source term in the transport materials i try to use the T list the "material data time list"...
Dear Colleagues, I am using FEFLOW to calculate the volume of groundwater discharge to the ocean via submarine groundwater discharge zones. FEFLOW calculated a...
Hallo Sam It is not possible to comment your result without any information on the hydraulic gradient and hydraulic conductivity. Anyway, your question sounds...
ETCHEVERRY David
david.etcheverry@...
Oct 26, 2005 10:35 am
1784
Hello there, Is there any software other than ArgusOne/matlab/excel to view the results generated by modflow. I am intrested in head contours. Regards, Netra...
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