My question is quite basic. I want to deveop groundwater model in Modflow for my study area . I have about 42 borehole logs for my study area. But there is...
3609
Priyantha B Kulasekera
pbk3000
Jan 5, 2012 2:39 am
Hi, I am trying to use an old "Tritest 50" machine for soil testing manufactured by ELE in 1990. This machine was originally controlled by Gen200 - Ver.1.4...
3610
Mark Schwartz
mark.schwartz60
Jan 7, 2012 1:57 pm
I would like to reject excess recharge; recharge when the water table is already above land surface. The UZF1 package should do this, except that it is...
3611
Richard B. Winston
rbwinston@...
Jan 8, 2012 3:57 am
Use the drain package. Place drains all over the top surface of the model....
3612
James Rumbaugh
jrumbaugh@...
Jan 9, 2012 3:53 pm
If you use MODFLOW-Surfact, the RSF4 package will also do this without the computational burden of UZF. Also, if you do use drains at land surfact, as...
3613
Rakesh KN
rakeshedappal
Jan 16, 2012 7:07 am
Dear colleagues, Is there any empirical methods for estimation of daily sunshine duration , total global solar radiation etc. Or is there any source for...
3614
C. P. Kumar
cpkumar
Jan 19, 2012 4:35 am
NATIONAL INSTITUTE OF HYDROLOGY, ROORKEE No: Project/Guj.(PDS)/2009-NIH(Admn.) SELECTION OF PROJECT STAFF THROUGH WALK-IN-INTERVIEW Dated: Jan. 18, 2012 Name...
3615
C. P. Kumar
cpkumar
Jan 19, 2012 10:55 am
Re: email from samanpreet1974 Thursday, January 19, 2012 4:18 PM From: "samanpreet kaur" <samanpreet1974@...> Sir please post it to GW forum. My study...
3616
Richard B. Winston
rbwinston@...
Jan 19, 2012 12:19 pm
Place the GHB cells in active cells (IBOUND = 1). So long as the GHB cell is an active cell, it doesn't matter whether neighboring cells are active or...
3617
Richard B. Winston
rbwinston@...
Jan 19, 2012 12:19 pm
I am working on adding support for MT3DMS to ModelMuse and expect to have it ready for beta testing in a few days. However, I had a question about one aspect...
3618
Pete Sinton
denpos42
Jan 20, 2012 2:37 am
Hi Richard, anywhere a future prediction is needed at a specific location but where there is no existing or historic monitoring point (so no residual to be...
3619
Simon
sjrwoodward
Jan 20, 2012 2:37 am
Hi all I want to ask your thoughts on something we've all done many times without thinking much about it. I have a hydrological model that (given daily...
3620
Richard B. Winston
rbwinston@...
Jan 22, 2012 4:00 am
I have added support for MT3DMS to ModelMuse, a free graphical user interface for MODFLOW and PHAST. ...
3621
Richard B. Winston
rbwinston@...
Jan 29, 2012 10:36 am
There was a new version of MODFLOW-NWT released yesterday. The new version documents a revised input structure for the SFR package. ...
3622
C. P. Kumar
cpkumar
Jan 31, 2012 5:27 am
Dear Dr. C. P. Kumar, Please read the following mail, which i am sending to my net work members and request you to do the same to all net work members (Hydro...
3623
C. P. Kumar
cpkumar
Feb 4, 2012 3:54 pm
In pursuance of the strategies identified in National Water Mission Document as well as deliberations in National Water Board, Ministry of Water Resources...
3624
Simon
sjrwoodward
Feb 8, 2012 2:38 am
I haven't received any response to this post (below), and I really would appreciative your thoughts and suggestions. Thanks!...
3625
Giovanni Formentin
piercoop
Feb 8, 2012 1:36 pm
I think that, if your purpose is to determine the flow rates without needing a great time accuracy, you could just compare the measured vs simulated height of...
3626
badrinarayanan sriniv...
tsbadri56@...
Feb 8, 2012 2:52 pm
Dear All, A National Seminar is going to be organized by the Civil Eng dept of AU, Tamilnadu, India in March,2012. Pl find the details below. ...
3627
Alix Baba
gwmodelalix@...
Feb 9, 2012 2:27 am
Dear members I am currently using GWVistas version 5. The manual that comes with the software is sometimes not very detailed and some explanations are unclear....
3628
Simon
sjrwoodward
Feb 9, 2012 2:27 am
I received an email offline that suggested plotting the cumulative flow of the stream vs model. This is the kind of idea I am looking for, thanks! I had...
3629
Simon
sjrwoodward
Feb 9, 2012 2:43 am
I've been doing pilot point calibration in GV6 too. Personally I just accepted the default values in the variogram. My guess is that the bearing allows you to...
3630
David Scott
david.scott@...
Feb 9, 2012 3:17 am
Hi All And thanks to Simon for raising the question and for this feedback. Another suggestion, that may be useful in some circumstances, is to transform the...
3631
James Rumbaugh
jrumbaugh@...
Feb 10, 2012 2:06 am
As Simon mentioned in another post, the bearing is used to make the variogram anisotropic in a certain direction. The contribution is used to have multiple...
3632
Simon
sjrwoodward
Feb 10, 2012 2:31 am
But if you do this, you are throwing away the time pattern of the data - so the model could have, for example, an arbitrary lag and still fit the data equally...
3633
Simon
sjrwoodward
Feb 10, 2012 2:32 am
Minimising the area under a cumulative hydrographs turns out to have some conceptual issues. In particular, constructing the cumulative hydrograph of the data...
3634
Patrick Tara
ptara01
Feb 11, 2012 3:42 am
Using the cumulative hydrograph does require a complete observe time record. So does a moving average. If using the cumulative hydrograph with a large break...
3635
Simon Woodward
sjrwoodward
Feb 14, 2012 2:50 am
Good point, it does help to have fairly complete data. Although you are using the entire sequence, converting to frequency domain usually assumes the time...
3636
Dr. Eldho T.I.
eldho@...
Feb 19, 2012 3:53 pm
Dear Dr. Kumar, IIT Bombay is organazing 2 days short term course on rainwater harvesting & sustainable water management during 30-31 March 2012. Please send...
3637
Matt
mtonkin2002
Feb 20, 2012 3:29 pm
A PEST course will be held in Bethesda, MD, September 2012, comprising a two-day "Introduction to PEST" course and a two-day "Advanced Analysis using PEST"...
