If the aquitard is at the top of the model and does not allow any water to go through it at all, as suggested by your setting the vertical hydraulic...
Richard B. Winston
rbwinston@...
Dec 2, 2006 5:33 am
2372
How can i configure Henry problem in Argus One, are there any tutorial about this?, could someone could help me , I am trying to work with problems related...
Argus ONE supports at least three different modeling programs that could be be used to create a model of the Henry problem: Sutra, HST3D and SEAWAT. Which one...
Richard B. Winston
rbwinston@...
Dec 3, 2006 4:57 am
2374
Please find below a brief announcement for a parameter estimation and uncertainty analysis course to be held in the USA in 2007. Apologies for any double...
Dear all I am working as a hydrogeologist in an NGO we. have plan to carry a water budgeting of micro watershed .Please help me by give details information...
You can follow GEC-1997 (Ground Water Estimation Committee, India) norms for calculation water budget. vishal jagtap <vish12876@...> wrote: Dear all I am...
groundwater budget of the entire country has been prepared recently by Central Groundwater Board, Ministry of water resources. (Groundwater resources...
Greetings! You and your colleagues are cordially invited to attend an exciting three-day continuing education workshop on aquifer testing methods and data...
Hi, I am trying get a finer grid in a small portion (1000ftX1000ft) at the center of the 8000ftX8000ft model in Visual MODFLOW. Please throw some ideas of how...
Dear Swamy Its very simple. Do the Grid Discretization through Edit Grid Rows and Edit Grid Columns. Thanks Haris Bhatti Haris Akram Bhatti Research Assistant ...
Hi Swamy, It is not possible to have a finer grid in a small portion of a model, unless you do it all along the rows and columns. When you add rows or columns...
MODFLOW-LGR (local grid refinement) supports the use of a finer grid in one location without the refinement being propagated throughout the grid. See...
Richard B. Winston
rbwinston@...
Dec 10, 2006 4:25 am
2383
Dear all, I would like to take this opportunity to introduce to you Water Digest, the bi-monthly international water magazine from New Delhi, India. The thrust...
Meghna Bhaduri
meghnabhaduri@...
Dec 11, 2006 4:54 am
2384
Dear Group Members, Using FEFLOW (for the first time), I am in the process of model setup for simulation of seawater intrusion in Goa coast (India). The ...
Dear Dr. Kumar, Your project seems very interesting. I wil try to answer some of your questions: 1: Feflow is fully ArcView compatible. It means you can import...
ETCHEVERRY David
david.etcheverry@...
Dec 11, 2006 10:44 am
2386
Best wishes for the holiday season from SIWI. Also, you may be interested in the following announcements from SIWI: Progress and Prospects on Water: Striving...
I would highly recommend to have a look at a very good book "Applied groundwater modeling" is very useful. The data depends on: What questions do you want the...
Hi, The answer to your question you find in this book "analysis of pumping test data" by G.P. Kruseman ... aquifers). ... fractures ... formation ... bearing...
Hi everybody, Could someone send me any lecture notes or materials abt Groundwater engineering, modelling materials or GIS or question papers or specific...
I am doing GW modeling in Yemen, One of the Models is at a costal aquifer with shallow water level. There is no historical data of pumping rates of this...
Dear All, I am searching for details and information about the new project in the Middle East (Red Sea Dead Sea Peace Conduit). Could you help me please? Yours...
Hi, Charl: It would be better to go with SEAWAT. SEAWAT couples MODFLOW and MT3DMS internally so the density effects to the flow can be simulated. Once you...
To All Group Members, Kindly suggest me the Books on Ground water modelling and any free download sites which can provide me information on ground water...
Charl, I think the choice ultimately depends on whether the density is significant enough to affect the physical definition of hydraulic head. If it is...
Hi Charl, The Bulk Density parameter you refer to from PM Pro (MODFLOW + MT3DMS) is likely the Soil Bulk Density, and it is used solely for the purpose of ...
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