Dear Sir Sorry for delay in replying - away on holiday over Easter period. The announcement of Hydrology Infobase that you quote below was made some time ago,...
CD2ROM@...
Apr 3, 2005 4:28 am
1445
The Department of Civil and Environmental engineering, Temple University, Philadelphia, PA, USA has multiple Research Assistantship positions available in...
Michel C. Boufadel
boufadel@...
Apr 3, 2005 4:32 am
1446
Hello all, i want to realize a desolution off an oilspill using the First-order kinetic dual-domain mass transfer - Modul at MT3DMS 3.5/PMWIN 5.3. The problem...
Version 2 of our popular WinFence program has now been released. This upgrade has taken over two years to develop and has many major new features. For a...
Hello everybody I am a civile Engineer, have a MSc and PhD in hydrological Engineering. I have a good academic and research experince as well as practical...
Herodelft, without raising your hopes too much, could you forward more information in relation to your modelling experience. There is a chance for a bit (12...
Evans, Scott L (DWLBC)
Evans.Scott@...
Apr 5, 2005 4:45 am
1450
Dear folks I have some ideas about calibrating models with heuristic methods such as GA or ACO. If you are interested in this subject please mail me. We can...
Hello Everyone... Is there anyway you can delete a complete layer in Visual MODFLOW 3.1? I mean not just delete the grid line and merge it with the above...
Hello Deepu, Unfortunately there is no "simple" way to completely remove a layer. However, I will describe the process for you: -If the layer you want to...
Techsupport
techsupport@...
Apr 9, 2005 3:38 am
1455
Dear Deepu Dethan, As I know, you can delete any layer seperately. It is also not possible with GMS and PMWin. Only way out is export the dataset of different...
Hello All, I was wondering if there are any colleagues who deal with "sustainable groundwater management" and the question how to define, predict, calculate,...
Modeller - Surface water * Work for the Market Leader * Large scale complex modelling projects * Work with all types of modelling technologies Our client...
Kay Farnell
kay@...
Apr 12, 2005 4:59 am
1458
Dear Dr David i am trying to understand FEFLOW by trying some of the problems mentioned in the reference manual Trying the Theis' Problem. using the simulation...
Dear Faby You can define the storativity in the flow materials menu. If it is not available, it means you're working at steady state or in a confined aquifer...
David ETCHEVERRY
detcheverry@...
Apr 12, 2005 11:06 am
1460
You may please consult me for MATHEMATICAL MODELING of GROUNDWATER SYSTEM.You may visit me at www.geocities.com/juddu1985 Dr.K.M.MOHAN RAO ... Do you Yahoo!? ...
*Apologies for any cross postings* Please find attached below details of a selection of Geotechnical and Geo- Environmental opportunities that we are currently...
Hello there, I am doing small project using rocky problem as template. My problem is that I couldn't find any information regarding the two in-between...
Dear Dr David, Thankx for the prompt reply, However on making Theis problem as unconfined i again encountered problem while setting the constraints as top dry...
SHORT COURSE on "Multiphase Flow, Transport and Bioremediation in the Subsurface" Date: 12- 16 September, 2005 Vanue: University of Stuttgart, Germany...
The mesh has holes in it where the impermeable rock is outcroping. This excludes the impermeable rocks from the model....
Richard B. Winston
rbwinston@...
Apr 17, 2005 4:37 am
1466
McLane Environmental, LLC is currently seeking a hydrogeologist with strong data analysis and ground water modeling skills for our Princeton, New Jersey...
Hello! I am a new user of MODFLOW 2000.I am getting problem in the drawdown calculation.I started with the very simple problem created by myself.My question...
Richard you're my hero. i would have never discovered that it was in the holes. i thought for some crazy reason it was located within the hydraulic ...
Hei Faby, What type of problem did you encounter in unconfined conditions ? I don't understand. Note that in unconfined conditions there is obviously no...
David ETCHEVERRY
detcheverry@...
Apr 19, 2005 1:25 pm
1470
I apologize for cross posting: Lowland Technology International Journal Volume 6 no 2 December 2004 is now available. Check the abstracts in...
Dear Friends, It is my pleasure to inform you that Executive Council of Indian Association of Hydrologists in its meeting held on April 13, 2005 decided to...
This is probably due to the domain and boundary condition setup. The analytical solution assumes an infinite domain while MODFLOW simulation is always...
MODFLOW calculates the "average" hydraulic head in each cell at each time step. It then calculates the drawdown by subtracting the head in each cell from the...
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