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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
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
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
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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
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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
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
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
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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
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
    Feb 9
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    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
    Feb 9
    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
    Feb 8
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    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
    Feb 8
    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
    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
    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
    Jan 13
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    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
    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
    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
    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
    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
    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
    Oct 10, 2013
    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
    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
    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
    Oct 10, 2013
    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
    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
    Oct 9, 2013
    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
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    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
    Oct 9, 2013
    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
    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
    Oct 8, 2013
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