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3793
Training program on 3D-GFCTM Dear Members, The Civil Engineering Department of National Institute of Technology Calicut  is conducting a training program on 3D-Groundwater Flow and
roshni balan
Apr 5
#3793
 
3792
Geochemical modelling Please suggest a software for geochemical modelling of groundwater (high fluoride concentration). i have chemical data of groundwater. With Regards M.Tech
Ashutosh singh Rajawat
Mar 11
#3792
 
3791
New version of ModelMuse released An updated version of ModelMuse, a graphical user interface for groundwater models, was released on Feb. 28, 2014.
Richard B. Winston
Feb 28
#3791
 
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3790
New Version of MODFLOW called MODFLOW-OWHM From: "Hanson, Randall" Sent: Friday, February 14, 2014 10:34 PM Subject: New Version of MODFLOW called MODFLOW-OWHM Dear Dr. Velidi
C. P. Kumar
Feb 14
#3790
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3789
Hydrological Investigations at NIH, Roorkee, India Hydrological Investigations Division National Institute of Hydrology (Ministry of Water Resources, Government of India) Roorkee – 247667 (India) National
C. P. Kumar
Feb 14
#3789
 
3788
IAH 2014 Dear Prof. Fakir Younes, Greetings and good wishes from India. Thanks for kindly forwarding the details of the 41st International Congress. I wish to
S K Sharma
Feb 11
#3788
 
3787
IAH 2014 Second Circular ... From: IAH 2014 International Congress Marrakech Date: 2014-01-23 9:53 GMT+00:00 Subject: Fwd: IAH 2014 Second Circular To:
FAKIR Younes
Feb 10
#3787
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3786
Re: Simulation of streams in Visual Modflow Dear Majid Khan, Please modify the stream as drain and run. Then we will discuss. Dr.S.S.Rao On Monday, February 10, 2014 12:28 PM, "asokg@..."
srigiriraju sriharirao
Feb 9
#3786
 
3785
Re: Simulation of streams in Visual Modflow Dear Dr. Rao, Just for my personal knowledge I would like to know whether the stream is draining ( effluent ) throughout the year and there is nop seasonal
    asokg@...
    Feb 9
    #3785
    This message has attachments
    3784
    Re: Simulation of streams in Visual Modflow Dear Majid Khan, You have two issues. 1 Why the stream is not seen in the result 2. why there is no change in contours. For the first, please check
    ssriharirao
    Feb 9
    #3784
     
    3783
    Simulation of streams in Visual Modflow From: Majid Khan To: C. P. Kumar Sent: Saturday, February 8, 2014 11:44 PM Subject: Problem in understand GW flow
    cpkumar
    Feb 8
    #3783
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    3782
    Aquifer monitoring services While browsing on the Internet for aquifer monitoring services in Australia, I had visited http://sigra.com.au http://sigra.com.au/ , professional engineers
    claudiajenssen011
    Feb 8
    #3782
     
    3781
    T���B?TAK: Call for Papers for Special Issue - ?Leachate trea Call for Papers for Special Issue The Turkish Journal of Engineering & Environmental Sciences is an international peer-reviewed journal published in English by
    salem abuamro
    Jan 21
    #3781
     
    3780
    Groundwater Flow Modeling course for Arab audience The International Consulting Center for Water Works and Water Resources Studies will provide a training course "Groundwater Flow Modeling" for the Arab
    Ayman Ahmed
    Jan 14
    #3780
     
    3779
    Parameter Estimation "PEST" Course, April 2014, San Francisco (Apologies for any double postings) A two-part PEST course will be held in San Francisco, CA, April 2014, comprising a two-day "Introduction to PEST" course
    Matt
    Jan 13
    #3779
     
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    3778
    Training Course on Web Based Hydrological Tools, 11-14 March 2014, R Training Course on Web Based Hydrological Tools  (March 11 - 14, 2014) National Institute of Hydrology, Jal Vigyan Bhawan, Roorkee-247667, India Introduction
    C. P. Kumar
    Jan 12
    #3778
     
    3777
    Associate editors and reviewer for Journal of Spatial Hydrology Fellow hydrologist:   The Journal of Spatial Hydrology: JoSH (http://www.spatialhydrology.net) has been serving the hydrology community since year 2000. The
    Ashok Verma
    Dec 31, 2013
    #3777
     
    3776
    Re: [MODFLOW] Re: ModelMuse suggestions anyone? In that case, you should probably put the streams in the second layer instead of the first layer.
    Richard B. Winston
    Nov 9, 2013
    #3776
     
    3775
    Re: [MODFLOW] Re: ModelMuse suggestions anyone? ModelMuse can show pathlines from MODPATH but it uses color rather than arrows to show direction.
    Richard B. Winston
    Nov 8, 2013
    #3775
     
    3774
    Introductory FORTRAN Webinar I normally do not post course announcements to this list because they are usually only applicable if you use our Groundwater Vistas software. I decided to do
    James Rumbaugh
    Oct 21, 2013
    #3774
     
    3773
    Re: Pore Pressure Dr. Limaye   After discussing with you I am feeling confident. Please find your clarifications.   1) The depth of piezometers variegate from 3-5 meter bgl
    SHRIKANT MAURY
    Oct 10, 2013
    #3773
     
    3772
    Re: Pore Pressure Max possible extent 'pressure bulb' around the pile should be considered during computation of pore pressure effect on it. On Thursday, 10 October 2013 7:52
    subrata halder
    Oct 10, 2013
    #3772
     
    3771
    Re: Pore Pressure Dr Maury: I am myself a consultant and appreciate the limitations especially when dealing with a defense project. The maximum water pressure at the bottom of a
    Shrikant Limaye
    Oct 10, 2013
    #3771
     
    3770
    Re: Pore Pressure Dr Limaye Thank you for your valuable guidelines, I am trying my best and you are absolutely right on the part of to reduce sand pile spacing. But, I don’t
    SHRIKANT MAURY
    Oct 10, 2013
    #3770
     
    3769
    Re: Pore Pressure Dr Maury: If the sand pile goes up to 5 m depth below the ground level (bgl) and the highest water table is say 1 m bgl, then you have pressure created by 4 m
    Shrikant Limaye
    Oct 10, 2013
    #3769
     
    3768
    Re: Pore Pressure Dr. Limaye thank you so much I appreciate. The strata variegate from 3-5 meter below ground level (bgl) of a plane ground. The depth of water table seasonally
    SHRIKANT MAURY
    Oct 9, 2013
    #3768
     
    3767
    Re: Pore Pressure Dear Sir, In MKS system weight density of water =1000 kg/cum and hydraulic head is 'm' unit then Pore pressure will be kg/sqm  and it can be converted to
    subrata halder
    Oct 9, 2013
    #3767
     
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    3766
    Re: Pore Pressure Dear Subrata, I think in order to clarify the matter further you can indicate the units of the various parameters. On an average 10m. height of water column is
    asokg@...
    Oct 9, 2013
    #3766
     
    3765
    Re: Pore Pressure U calculate Pore Pressure as p= (weight density of water) X (Height of water column above bottom of Piezometer) On Wednesday, 9 October 2013 10:27 AM, SHRIKANT
    subrata halder
    Oct 9, 2013
    #3765
     
    3764
    Pore Pressure I have installed 6 casagrande standpipe piezometer to calculate pore pressure to construct a building for a 100x360 m long site. I would like to know what
    SHRIKANT MAURY
    Oct 8, 2013
    #3764
     
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