Sign In
New User? Register
visual-modflow · Visual MODFLOW Users Group
? Already a member? Sign in to Yahoo!

Yahoo! Groups Tips

Did you know...
You can search the group for older messages.

Messages

  Messages Help
Advanced
impact of a mine on springs   Message List  
Reply | Forward Message #121 of 183 |
Re: [visual-modflow] impact of a mine on springs

Hallo Jeane,

The drain boundary package in MODFLOW is designed to simulate the effects of
features e.g. agricultural drain, which remove water from thw aquifer at a rate
proportional to the difference between the head in the aquifer and the median
drain elevation (assuming the drain is partially full), so long as the head in
the aquifer is above that elevation, but which have no effect if the head of the
aquifer falls below the median of drain elevation.

So if hydraulic head (either water table or piezometric head) in aquifer beneath
the mine is below the head of river/spring (surface water level elevation) then
flow from the aquifer to the river/spring will show as ZERO. So I think in this
case, taking river/spring as "DRAIN boundary" is not appropriate.

Your objective is " to evaluate the impact of a mine in the water supply of the
rivers & springs around the mine"..so u have to account for the amount of flow
in stream/spring around the mine and to simulate the interaction
between stream/spring & groundwater in the aquifer beneath the mine ...for
which I think "STREAM boundary" will be appropriate for your objective. After
running the model u can get inflow/outflow to/from the model from "MASS BALANCE
REPORT" from which u can justify the effect of mine on discharges of its
surrounding river/springs.

Thank u
S.HALDER



--- On Wed, 18/6/08, Jeane Santos <jepenoff@...> wrote:

From: Jeane Santos <jepenoff@...>
Subject: [visual-modflow] impact of a mine on springs
To: visual-modflow@...
Date: Wednesday, 18 June, 2008, 1:18 AM

Hello.

I'm working in a model to evaluate the impact of a mine in the water supply of
springs and rivers around the mine. My question is: what is better - put the
rivers and springs like river or like drains?

Thanks
Jeane



Wed Jun 18, 2008 5:38 pm

shalder_2007
Offline Offline
Send Email Send Email

Forward
Message #121 of 183 |
Expand Messages Author Sort by Date

Hello. I'm working in a model to evaluate the impact of a mine in the water supply of springs and rivers around the mine. My question is: what is better - put...
Jeane Santos
jepenoff
Offline Send Email
Jun 18, 2008
3:45 am

Hello Jeane, it depends on the size and flow of the springs and the connectivity with the aquifer. The main difference between river and drain packages is that...
Stela Cota
stelacota
Offline Send Email
Jun 19, 2008
4:11 am

Hallo Jeane, The drain boundary package in MODFLOW is designed to simulate the effects of features e.g. agricultural drain, which remove water from thw aquifer...
subrata halder
shalder_2007
Offline Send Email
Jun 19, 2008
4:14 am

Hallo Jeane, The drain boundary package in MODFLOW is designed to simulate the effects of features e.g. agricultural drain, which remove water from thw aquifer...
subrata halder
shalder_2007
Offline Send Email
Jun 21, 2008
2:49 am

Hi, I am a civil engineer from Chile, I work in groundwater exploration. I have two doubts about Visual MODFLOW: 1.- I found a difference between the water...
Amparo Edwards
aedwards@...
Send Email
Jul 5, 2008
3:37 am

Hallo, 1) You consider the computed heads obtained from Calibration Graph( Calculated vs. observed head) in steady state model. 2) After running the model in...
subrata halder
shalder_2007
Offline Send Email
Jul 5, 2008
11:51 am

Hello, I'm having problems when I try to use initial heads from a previous run. I get a messenge like this "your initial heads are below the bottom of layer 1...
Paulo Leal
pjvleal
Offline Send Email
Jul 27, 2008
1:27 pm

Paulo, I guess this can happen is you have had dry cells in your previous run. Have you checked for this reason? Stela 2008/7/24 Paulo Leal...
Stela Cota
stelacota
Offline Send Email
Aug 4, 2008
12:12 pm

Hi Paulo, During 'creation of a new model' in 'model domain' window, u might put such a value of "Zmax" (i.e bottom) in layer 1, which is above the initial...
subrata halder
shalder_2007
Offline Send Email
Aug 11, 2008
3:41 am

It seems I am lacking some basic understanding of hydraulics: Why does 1 mm/a of recharge to an aquitard result in a water level rise of 1.000 m? Dieter...
Dieter Plass
plass@...
Send Email
Aug 25, 2008
1:44 pm

Because you are probably talking about a steady-state simulation, isn´t it? I had a problem like this too. If the K is too low, the porous material is not...
Stela Cota
stelacota
Offline Send Email
Aug 26, 2008
3:29 am

Yes, it is a steady-state simulation. Am I right in assuming that steady-state simulation means that water levels are calculated for a quasi infinite time...
Dieter Plass
plass@...
Send Email
Aug 26, 2008
9:17 am

Dear Ampro,   I guess the data you have put is been interpolated as you need to convert point data into continuous surface. I have done some work for possible...
Suparn Pathak
s_pathak_y
Offline Send Email
Jul 5, 2008
11:52 am

Hi, 1.- That difference always occurs, but is very little (in my cases is in the second decimal, with head ranging between 0 to 900 m.), so it must be a...
yyukishiro
Offline Send Email
Nov 15, 2008
5:32 am

springs like drain is better....
Giovanni
pisolo_quipo
Offline Send Email
Jun 24, 2008
11:46 am

I think the difference between one and the other is that a drain takes the water out of the system and there is no interaction with the groundwater, while a...
Cristina Perez
cris_h2so4
Offline Send Email
Jun 24, 2008
1:26 pm

Cristina, so far I used river, once more people suggested river, and I obtained a good calibration. But we are cheking the fields data and the model is not...
Jeane Santos
jepenoff
Offline Send Email
Jul 1, 2008
4:05 pm
Advanced

Copyright © 2009 Yahoo! Inc. All rights reserved.
Privacy Policy - Terms of Service - Guidelines - Help