Hi there I will model a closed basin area, which does not interact with any surface water bodies or groundwater from out of the basin. Obviously, the outer...
Dr.Haron, The problem may be treated Dirichlet problem where solution is to find head(potential) in the interior of the problem domain. regards BVN Sharma ...
Thanks Sharma But what values of initial head should I give for steady state simulation?? ... to find head(potential) in the interior of the problem domain. ...
Dr.Haron, You must know some values of potential at the boundary nodes to simulate, which could be obtained from measuring water levels in observation wells....
Dr.Haron, are you following boundary element numerical analysis? thank you sharma Bulusu Venkata Narasimha Sharma <bvn_sharma@...> wrote: Dr.Haron, You...
No, I am using finite difference method. But I believe using monitoring data is not valid in this case. I need some "reference" to be used as initial head for...
Dr.Haron, This is a case of potential problems. you may use finite differences, finite elements, boundary elements. in first the two are domain discretization...
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kapileswar mishra
kapileswar2001@...
Jan 20, 2008 7:24 am
1742
In reality there is an outlet point in the basin or there is change in recharge/discharge conditions. This would take care. majumdar ... From: dr_haron To:...
pkm
majumdar@...
Jan 22, 2008 12:31 pm
1743
Hello I think you could assign no-flow boundary at the borders of the model domain. The two parameters that will determine the behavior of the system are...
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Dear all, I badly needed a paper whose reference is written below. Can any one help me? Novakowski, K. S., 1993. Interpretation of the transient flow rate...
Hello to everybody in this forum, I am a forester from Greece and i am doing my Msc in mountain hydrology. I have a specific problem with my meteorological...
Hello; You could virtually use any statistical package capable of doing simple and/or Multiple regression, with & without a random term(noise). For a gereal ...
Bozorg
zbozorg@...
Feb 8, 2008 10:09 am
1748
Hi all, I have been trying to derive rainfall values from radar DPA (Digital Precipitation Array) product, but, didn't get good results. Does anyone know any...
Dear Member, Can you please refer me to any relevant literature (case studies/papers/web resources) pertaining to unsaturated and saturated groundwater flow...
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Dear Prof Kumar, It is interesting, I had a short experience in this topic. I worked in a project titled "Effectiveness of Percolation Ponds" under the...
Dear members, Hello. Can any one tell me the post doctrate positions available in the field of well hydraulics or hydrology. With Thanks. Dr. A. K. Vashisht ...
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Dear All, I have been trying to validate my recharge estimation with HELP model. I have made hydrograph separation and also have calibrated CN number with...
Hai to all, I am finding difficulty in assessing the recharge from checkdams. Now I dont have stream gauging also. If i want to do the water balance for this...
Dear Friend: Hi, The Check dams are usually used for controlling bank erosion or riverbed stabilization. Sometimes they are implemented for reducing river...
Hi Are you able to asses the change in water table depth prior and after? Are there any open well in the vicinity of check dams?Rubber dams are also used for...
The impact of Check water can be assessed based on folloowing- The level difference in open wells before and after check dam construction. The change in water...
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