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Messages 73 - 103 of 221   Oldest  |  < Older  |  Newer >  |  Newest
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73
Hi averybody! I would like to know how to work in feflow with field data in order to calibrate the model... Could the programm automatically assign the flow...
borja.bouza
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Nov 7, 2007
8:59 am
74
Feflow is not like MODFLOW and don't allow to plot graph of simulated vs observed head. You have to export *.dar files in the postprocess of your model and to...
Michael Verreault
michael_verr...
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Nov 8, 2007
3:49 am
75
I guess borja in second question is talking about automatic calibration. Michael Verreault <michael.verreault@...> wrote: Feflow is not like MODFLOW and...
syed hashmath
hashmath01
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Nov 10, 2007
4:07 am
76
I remembered that with the version 5.0 and 5.1, one can plot the hydrograph by using a free IFM that is developed and downloadable from wasy’s website ...
Lester
lester_zhang
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Nov 10, 2007
4:29 am
77
Not a real Problem ... see the document for FEFLOW ASCII file description ... maybe create first a dummy-fem-file and save as ASCII So you see the required...
lange_hgn
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Nov 16, 2007
11:26 am
78
the version 5.3 can plot observed data versus modeled data....
Giovanni
pisolo_quipo
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Dec 1, 2007
4:11 am
79
the version 5.3 can plot measured head versus computed head for the wells at a particular time period. i have a doubt How to get the plot of measured head vs...
vasanthi arul
vasanthi_arul
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Dec 3, 2007
3:47 am
80
You have to check in the *.dar files, you can select the data for the desired time in a transient simulation result. After, you can plot the data on a graph...
Michael Verreault
michael_verr...
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Dec 4, 2007
3:28 am
81
I don't think feflow keeps track of any observational data, only where that data is located in the model (see documents regarding "reference distributions")....
Pete Sinton
denpos42
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Dec 4, 2007
3:30 am
82
You can load a reference curve for a pumping well either in the observation point properties (in case you have an observation point on the well location, too)...
peter.schaetzl
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Dec 4, 2007
12:08 pm
83
the scatter plot gives you the measured head versus computed head for the observation points at a particular time. how to get the hydraulic head distribution...
vasanthi arul
vasanthi_arul
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Dec 5, 2007
3:43 am
84
I assume this could work for a well assigned a flux of zero thereby allowing some assessment of observed versus simulated? Pete Sinton AquaGeo, Ltd. 11560...
Pete Sinton
denpos42
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Dec 5, 2007
3:44 am
85
i have a problem while running mass transport simulation for multispecies While running the simulation for the second species in the list of species the...
vasanthi arul
vasanthi_arul
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Dec 5, 2007
12:21 pm
86
could be a bunch of reasons. Is this chain (parent-daughter) decay? Perhaps you've specified a rapid decay rate for the first species thus generating a large...
Pete Sinton
denpos42
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Dec 6, 2007
3:38 am
87
Good morning, good afternoon depending on where you are, I have a model on feflow. - I want to add a set of new wells that are not localised on existing nodes...
Vanden Berghe
didiervberghe
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Dec 8, 2007
4:52 am
88
Didier, you can use 'Assign' - 'Database' - IDW with only one neighbor - 'Load time-constant' data. Hit 'Start' and choose 'interactive' in the pop-up dialog....
peter.schaetzl
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Dec 9, 2007
5:10 am
89
A 3 day PEST course will be held in Bethesda, Maryland, USA, the week of April 7th, 2008. Recent PEST development has focused on stabilizing the inverse...
Matt Tonkin
matt@...
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Dec 29, 2007
2:11 pm
90
Company: Ardaman & Associates, Inc. (a subsidiary of Tetra Tech) Job Title: HYDROGEOLOGIST Description: Career opportunity for entry level and experienced (1-5...
hydromodeler
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Jan 3, 2008
3:47 am
91
hey every one i was wondering if any one had any examples on how to model salt lakes. Preferably within Australia but not necessary. I am modeling an aquifer ...
shaunglorie
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Jan 16, 2008
8:22 am
92
Shaun, Some questions. Is it a rift basin and if YES, then are you concerned about the thermohaline flow? If you take out the heat, it becomes simpler. How...
hydromodeler
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Jan 30, 2008
4:10 am
93
Respected sir, Good morning.i am poornima doing my project work in Groundwater Modelling by using FEFLOW.kindly guide me the related details about the work,how...
dasari poornima
poornimadasari
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Jan 30, 2008
10:52 am
94
In the first instance we are trying to construct an idealized model. The situation is we have a lake that is hyper saline and was formed some time ago through...
shaunglorie
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Jan 31, 2008
12:13 pm
95
Shaun You will need to run FEFLOW in solute transport mode that incorporates advection and dispersion. You will then need to set the density factor to a value...
Barnett, Brian G (SKM)
bbarnett40
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Feb 1, 2008
10:02 am
96
Shaun Further to my earlier email - you should apply a flux constraint to the solute boundary so that water entering the model has a specified salinity (as...
Barnett, Brian G (SKM)
bbarnett40
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Feb 1, 2008
10:03 am
97
Dear Member, Can you please refer me to any relevant literature (case studies/papers/web resources) pertaining to unsaturated and saturated groundwater flow...
C. P. Kumar
cpkumar
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Feb 17, 2008
4:30 am
99
Hi Pejman & others, The most effective and efficient method for running successive models in FEFLOW is thorough the batch or command line mode. You'll need to ...
irixthirteen
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Feb 24, 2008
4:33 am
100
Can also use PEST to automate certain tasks. FEFLOW comes with version 4, which may be sufficient, or download newest version from www.sspa.com. PEST...
Pete Sinton
denpos42
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Feb 25, 2008
3:12 am
101
I've noticed that the time-varying parameters in the FEM file (under MMLIST), at least some of them, are also in different units; K values are in the 1e-4 m/s...
Pete Sinton
denpos42
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Feb 25, 2008
3:13 am
102
Dear all... My name is Murugan doing PhD in Department of Geology, Anna University, Chennai, India. I want how to give data for Flow Data and Transport Data...
prince_geomurugan
prince_geomu...
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Mar 5, 2008
10:20 am
103
We are currently exploring methods of improving the representation of evapotranspiration in FEFLOW without having to use the unsaturated zone package. Has...
bbarnett40
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Apr 22, 2008
11:51 pm
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