Dear Friends and Colleagues,

I hope you've all been keeping well. I am Ph.D student in Egypt. I am working in
groundwater Hydraulic. I need any references, papers, articles, documents,
...etc in using  evolutionary computational techniques such as Artificial Neural
Networks (ANNs) and Genetic Algorithms (GAs) with groundwater modeling system
(quality and quantity) to develop the computational framework and the
optimization approach. Also, any simple reference about principles of ANNs and
GAs.

   Looking forward to hearing from all.
   Thanks in advance

Mohamed Kamal Nassar, Assistant Lecturer
Evaluation of Natural Resources Department
32897 Environmental Studies & Researches Institute
Minufiya University
Sadat City, Egypt

DEPARTMENT OF ENVIRONMENTAL QUALITY
EMPLOYMENT OPPORTUNITIES
January 9, 2006

ENVIRONMENTAL SPECIALIST II (Environmental Program Planner), #P1127 &
#P4251; Richmond, VA; Minimum Starting Salary:  $37,869.

The Department of Environmental Quality, Division of Water Resources,
Office of Ground Water Withdrawal Permitting seeks two qualified
candidates to assure consistent, accurate, technically defensible and
enforceable ground water withdrawal permits are issued by providing
technical expertise and support to the regional offices and agency
management regarding the potential impacts of proposed withdrawals.  The
positions accomplish this through ground water modeling activities
(i.e., design of hydrogeologic investigations, evaluation of site and
regional hydrogeologic data, develop and update regional models, and
development of custom ground water flow models).

Qualifications include considerable knowledge of state and federal water
laws and regulations, hydrogeology, geology, development and application
of ground water flow models (drawdown and salt water intrusion), design
and evaluation of aquifer tests, and management of spatially related
data.  Must demonstrate and possess excellent computer programming and
communication skills, orally and in writing.  Degree in environmental,
natural, or physical science, and/or water resources engineering or
equivalent training/experience preferred.

Contact:  Danna J Kiluk Phone:  (804) 698-4081 Fax:  (804) 698-4083
Recruit:  General Public
Application Closing Date:  February 10, 2006

Apply to Dept. of Environmental Quality, Human Resource Office, P.O. Box
10009, Richmond, VA  23240.  A State Application Form (DHRM 10-012) MUST
BE RECEIVED IN THE HUMAN RESOURCE OFFICE NO LATER THAN 5:00 PM, on the
date of closing.  You may deliver by email, fax, hand, or mail to 629 E.
Main Street, Richmond, VA  23219.  Applicants are encouraged to be
specific regarding job-related knowledge, skills, and abilities.
RESUMES ARE ENCOURAGED, BUT MAY NOT SUBSTITUTE FOR APPLICATION FORM.

An Equal Opportunity/Affirmative Action Employer



Application forms available at :
http://jobs.virginia.gov/emplApplication.html



[Non-text portions of this message have been removed]

Moumtaz:

There is a supplementary documentation file available from ESI entitled,
"Use of SEAWAT in Groundwater Vistas 4" that you would likely find very
helpful.  You could contact ESI (http://www.groundwatermodels.com/)
directly to obtain a copy.

Mark.

Mark Kuhl, P.Eng.
Conestoga-Rovers & Associates
651 Colby Drive
Waterloo, ON N2V 1C2
Office: 519-884-0510 x3541
Fax: 519-725-1394

-----Original Message-----
From: seawat@... [mailto:seawat@...] On
Behalf Of Moumtaz RAZACK
Sent: December 30, 2005 4:59 AM
To: seawat@...
Subject: [seawat] seawat and GWVistas preprocessor

Dear all
I would like to know if someone has used the GroundWaterVistas (GWV)
preprocessor to run SEAWAT. Version 4 of GWV includes SEAWAT2000. User
Instructions in GWV4 manual are rather brief.
Thanks for your responses.
Best wishes for the new year
Moumtaz Razack

Dear all
I would like to know if someone has used the GroundWaterVistas (GWV)
preprocessor to run SEAWAT. Version 4 of GWV includes SEAWAT2000. User
Instructions in GWV4 manual are rather brief.
Thanks for your responses.
Best wishes for the new year
Moumtaz Razack

Which model can be used to identify the locations of additional
pumping wells in an aquifer already having a series of spatially
distributed wells.

 
  Sir,
    I am completely new to SEAWAT.I have not even used MODFLOW . I want to
simulate sea water intrusion into coastal aquifer. Where to start & how to
start?
               Regards,
                 DAS.

[Non-text portions of this message have been removed]

Chuck Heywood with the USGS is using the HUF package with SEAWAT-2000
successfully.
His e-mail address is cheywood@....

Ward


"Greg Nelson" <gregorynelson1@...>
Sent by: seawat@...
11/21/2005 11:48 PM
Please respond to
seawat@...

To
seawat@...
cc

Subject
[seawat] Hydrogeologic-Unit Flow  (HUF)

I've been using SEAWAT 2000 with the Layer Property Flow (LPF)
package
and am trying to use the Hydrogeologic-Unit Flow (HUF) because of the
complexities I'm trying to model.  When I try and run it I get the
following error in the Global file:

ILLEGAL FILE TYPE IN NAME FILE: HUF

I've downloaded the latest version of SEAWAT 2000 and am still
getting
this error.  Any of you know a fix for this?  The SEAWAT 2000 manual
lists the HUF package as being usable.  Any comments?

Greg

I've been using SEAWAT 2000 with the Layer Property Flow (LPF)
package
and am trying to use the Hydrogeologic-Unit Flow (HUF) because of the
complexities I'm trying to model.  When I try and run it I get the
following error in the Global file:

ILLEGAL FILE TYPE IN NAME FILE: HUF

I've downloaded the latest version of SEAWAT 2000 and am still
getting
this error.  Any of you know a fix for this?  The SEAWAT 2000 manual
lists the HUF package as being usable.  Any comments?

Greg

Dear Colleagues,


I have downloaded the SEAWAT2000 code, and have seen that there is an
option to run the code in a parralel environment. Did some of you
succeded in doing so? I am trying to use it under AIX using the IBM XL
Fortran. After some playing I was able to compile it. The program runs
without any problems when only one process is active. As soon as I
start to use more than one process, the program dies after certain
runtime. The more processes I use the sooner it dies.
I realise that the information I give you is not complete, but if some
of you have an idea how to run the code or where a problem can be,
please respond. We can discuss the details.


Thank you in advance.


Dushko

Anyone know if TOB (MT3DMS v5) will work with SEAWAT?

Last call! - spaces are still available for two parameter estimation and
uncertainty analysis course to be held in the UK and USA this summer.
Best wishes,
Matt Tonkin, SSP&A
matt@...

Courses: Model Calibration and Predictive Uncertainty using PEST
Shrewsbury, England, September 13-15, 2005
Stony Brook, Long Island, NY, September 19-21, 2005 (near MacArthur Airport
and Port Jefferson)

Principal Instructor: Dr. John Doherty (author of PEST)
Guest Instructor: Jim Rumbaugh (author of Groundwater Vistas) (New York
course only)
Assistant Instructor: Matt Tonkin

This intensive course instructs participants on the automated calibration of
environmental models, and the analysis of the predictive uncertainty
associated with such models.  The principal instructor is the developer of
PEST, the industry standard package for model-independent, automated
calibration and predictive uncertainty analysis.  The course focuses on the
use of PEST, including the new capabilities added to Versions 8 and 9 this
year. The course includes thorough coverage of the theory and application of
nonlinear parameter estimation techniques in the calibration of different
types of models. There is a strong practical aspect of the course -
participants gain hands-on experience in the use of PEST, including its
advanced regularization and predictive analysis features, in the calibration
of groundwater flow and transport models, surface water quality and quantity
models, as well as other types of models including a vadose zone model and a
biological growth model.

Course Details and Registration
For detailed information on course content visit
www.sspa.com/pest/training.html to download a prospectus, or write to
pest@....

To register on-line for the New York course please visit
www.sspa.com/pest/training.html
To register on-line for the UK course please visit
http://www.esinternational.com/training/CourseDetail.asp?course_id=49

Information about PEST can be found at pest@.... This account was
established for PEST users to obtain information on courses and software
updates. The account is used to circulate occasional information. To be
added to the PEST list write to pest@... with the subject "subscribe".

Please find below an announcement for the release of V10 of PEST and
associated UK and USA courses in parameter estimation and uncertainty
analysis.
Apologies for any double postings, best wishes,
Matt Tonkin, SSP&A, matt@...




PEST Version 10 Beta Release

PEST v10 will be released later this year. A beta version can be downloaded
from ( http://www.sspa.com/pest/download.html) for those interested in
exploring recent developments in model predictive uncertainty analysis.
Enhancements to the capabilities of PEST in v10 include:

* PEST’s SVD-assist scheme has been enhanced, enabling regularized inversion
to be used with highly parameterized models with efficiencies commensurate
with traditional parameter estimation.
* PEST’s predictive analyser is more powerful, with an improved line-search
algorithm and added functionality to encompass the effects of predictive
noise on predictive variability.
* A greatly expanded suite of utility software supports:
	 * Comprehensive post-processing of PEST results including analysis and
plotting of the resolution matrix and other by-products of the regularized
inversion process.
	 * Quantification of the contribution to pre- and/or post-calibration error
variance of important model predictions by individual parameters or
different parameter types.
	 * Data acquisition analysis - assess the value of making extra measurements
of system state (e.g., water level) or of system properties (e.g.,
transmissivity) in terms of predictive error variance reduction, in advance
of acquiring those data.

Moore and Doherty (Water Resources Research, May 2005) show that traditional
predictive uncertainty analyses can underestimate true variability by
neglecting complexity that it is beyond the ability of the calibration
process to capture. PEST Version 10 provides access to the methodologies
presented in that paper that support the analysis of predictive error
variance as an adjunct to regularized inversion.

Courses: Places are still available at the upcoming PEST courses in the UK
and USA
Principal Instructor:       Dr. John Doherty (author of PEST)
Guest Instructor:            Jim Rumbaugh (author of Groundwater Vistas) (NY
course only)
Assistant Instructor:       Matt Tonkin (SSPA)
For more information on the courses visit:
http://www.sspa.com/pest/training.html
To register on-line for the UK course visit:
http://www.esinternational.com/training/CourseDetail.asp?course_id=49
To register on-line for the NY course visit:
www.sspa.com/pest/training.html
Information about PEST plus technical support can be found by writing to
pest@... <mailto:pest@...> . This account was established for PEST
users to obtain information on courses and software updates. The account is
used to circulate occasional information. To be added to this list write to
pest@... with "subscribe" as the subject. To ensure you receive no
future emails write to pest@... with “unsubscribe” as the subject.



[Non-text portions of this message have been removed]

Please find below a brief announcement for a parameter estimation and
uncertainty analysis course to be held in the UK and USA this year.
Apologies for any double postings, best wishes,
Matt Tonkin
SSP&A
matt@...

Courses: Model Calibration and Predictive Uncertainty using PEST
Shrewsbury, England, September 13-15, 2005
Stony Brook University, Long Island, New York, September 19-21, 2005

Principal Instructor: Dr. John Doherty - author of PEST
Guest Instructor: Jim Rumbaugh (author of Groundwater Vistas) (New
York course only)
Assistant Instructor: Matt Tonkin

This intensive short course will instruct participants on the automated
calibration of environmental models, and on the analysis of the predictive
uncertainty associated with such models.  The principal instructor is the
developer of PEST, the industry standard software package for
model-independent, automated calibration and predictive uncertainty
analysis.  This short course will focus upon the use of PEST, including the
new capabilities added to Versions 8 and 9.
What you will learn
The course will include a thorough coverage of the theory and applications
of nonlinear parameter estimation techniques in the calibration of different
types of models. There is also a strong practical aspect of the course.
Participants will gain hands-on experience in the use of PEST, including its
advanced regularization and predictive analysis features. Experience will be
gained in the use of these features in the calibration of groundwater flow
and transport models, surface water quality and quantity models, as well as
other types of models including a vadose zone model and a biological growth
model.

Course Details and Registration
For more detailed information on the content of the courses please visit
www.sspa.com/pest/training.html to download a detailed course prospectus, or
write to pest@... an email account dedicated to PEST and maintained by
Matt Tonkin (co-instructor).

To register on-line for the New York course please visit
www.sspa.com/pest/training.html
To register on-line for the UK course please visit
http://www.esinternational.com/training/CourseDetail.asp?course_id=49

Information about PEST plus technical support can be found by writing to
pest@... <mailto:pest@...> . This account was established for PEST
users to obtain information on courses and software updates. The account is
used to circulate occasional brief information. To be added to this mailing
list send an email to pest@... with "subscribe" as the subject. To
ensure you receive no future emails, please write to pest@... with the
subject heading "unsubscribe".




[Non-text portions of this message have been removed]

Dear Member,

Just to inform that a copy of my powerpoint
presentation on "Modelling of Seawater Intrusion"
(delivered on 17.6.2005 at National Institute of
Hydrology, Roorkee) is available at

http://www.angelfire.com/bc/nihhrrc/Roorkee/swi.ppt

Regards
Kumar

==================================================
C. P. KUMAR
Scientist 'E1'
National Institute of Hydrology
Jal Vigyan Bhawan
Roorkee - 247667 (Uttaranchal)
INDIA

Web Page : http://www.angelfire.com/nh/cpkumar/
==================================================
Hydrology Resources on the Web:
http://www.angelfire.com/nh/cpkumar/forums.html

Kumar Links to Hydrology Resources:
http://www.angelfire.com/nh/cpkumar/hydrology.html

Google Groups in Hydrology:
http://www.angelfire.com/bc/nihhrrc/google.html

Software User Groups in Groundwater Modelling:
http://www.angelfire.com/bc/nihhrrc/groups.html
==================================================




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It is described in the SEAWAT manual. There are two simple equations
to convert Equi. Head to fresh water head and vis versa.
good luck .......
ali


____________________________________________________

Mr. Ali K. S. Al-Maktoumi
Ph.D Student (Water Resources)
School of Civil Engineering
The University Of Queensland
Brisbane, AUSTRALIA

Address:
10/45 Ascog Tce
Toowong, Qld 4066
Brisbane, Queensland
AUSTRALIA

Phone: (+61) 417612821

Dear,

i m comparing results from PMWIN and SEAWAT for Head and concentrations. seawat
giving fresh water head or aquivalent head values( more than field head) but
PMWIN giving field head values.
how can i convert aquivalent(fresh water head) values in field heads from
seawat.

Regards,

Javed





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[Non-text portions of this message have been removed]

Dear
thanks for this information. actually seawat 2000 required  *.nam file for input
but i do not know how to create nam file from mt3d input files for seawat. i
tried but in vain.i want to know for nam file inwhich  editor (Text or some
else) required.
if you can help me in this regard i will be thankful to you.
Regards,
Javed

Mr Ali Khamis Al-Maktoumi <s4051052@...> wrote:
Dear
I think the new versions of SEAWAT do calculate the head values
considering the concentration values, so there is no need to
recalculate the heads using the equi. head equation. Pls double check
this matter ......
____________________________________________________

Mr. Ali K. S. Al-Maktoumi
Ph.D Student (Water Resources)
School of Civil Engineering
The University Of Queensland
Brisbane, AUSTRALIA

Address:
10/45 Ascog Tce
Toowong, Qld 4066
Brisbane, Queensland
AUSTRALIA

Phone: (+61) 417612821


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seawat-subscribe@...

* Post message: seawat@...
=================================================



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[Non-text portions of this message have been removed]

Dear
i am thankful to you for giving such easy solution. i did this by copy and past 
of seawat run files in the modflow/mt3d folder and then by using
  Parameter/ Recycle /value/matrix/browse and i tried to load the head and other
files but i found error  of could not load invalid no of rows or columns.
  please help me in solving this problem.

Regards,
Javed
Mr Ali Khamis Al-Maktoumi <s4051052@...> wrote:
Dear
That is easy. What you have to do is just copy the output files
generated from SEAWAT (heads, draw-down, output, MT3D001
(concentration), and budget files) and past them into the same folder
of MODFLOW and MT3DMS .... I mean the one you used to generate the
input files of SEAWAT. By this you are replacing the output from
constant density model by those generated under variable density
approach. Then follow the same way to view up the results in modeflow.
Hope it is clear .... all of us do it this way and we got good
results ..... If you wish to use another way ... just download
MODELVIWER code from the USGS public domain website (free software) and
use it to plot what ever you like to do .... even vectors ...
heads .... etc. Read the manual ... it is short and easy ... and gives
a nice plots really ......
if you still get problems pls feel free to ask ... all the best
Ali

____________________________________________________

Mr. Ali K. S. Al-Maktoumi
Ph.D Student (Water Resources)
School of Civil Engineering
The University Of Queensland
Brisbane, AUSTRALIA

Address:
10/45 Ascog Tce
Toowong, Qld 4066
Brisbane, Queensland
AUSTRALIA

Phone: (+61) 417612821


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=================================================



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[Non-text portions of this message have been removed]

Dear
I think the new versions of SEAWAT do calculate the head values
considering the concentration values, so there is no need to
recalculate the heads using the equi. head equation. Pls double check
this matter ......
____________________________________________________

Mr. Ali K. S. Al-Maktoumi
Ph.D Student (Water Resources)
School of Civil Engineering
The University Of Queensland
Brisbane, AUSTRALIA

Address:
10/45 Ascog Tce
Toowong, Qld 4066
Brisbane, Queensland
AUSTRALIA

Phone: (+61) 417612821

Dear
1-you can use Visual MODFLOW V. 4.1. This version support SEAWAT.
2- To get the field  head from seawat output, you must know the concentration
and SEAWAT at the same point. Then, to get the value of field  head, you can use
the equation that found in the SEAWAT manual .

Best regards
M. Nassar
javed nawaz <javed_nawaz@...> wrote:
Dear

i developed a model in Modflow/Mt3d and i got results.then the same model woth
minor modification i used in seawat. now i got the seawat output file.i want to
compare the results from mt3d and seawat.my questions are
1-how can i get field  head from seawat output
2- i want to compare concentration and head values how can i draw the contours
or graphs for head or concentration just like modflow results.
actually i want to quantify the error induced by ignoring the density component
in  the groundwater flow.

Regards,
JAved

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[Non-text portions of this message have been removed]

Dear
That is easy. What you have to do is just copy the output files
generated from SEAWAT (heads, draw-down, output, MT3D001
(concentration), and budget files) and past them into the same folder
of MODFLOW and MT3DMS .... I mean the one you used to generate the
input files of SEAWAT. By this you are replacing the output from
constant density model by those generated under variable density
approach. Then follow the same way to view up the results in modeflow.
Hope it is clear .... all of us do it this way and we got good
results ..... If you wish to use another way ... just download
MODELVIWER code from the USGS public domain website (free software) and
use it to plot what ever you like to do .... even vectors ...
heads .... etc. Read the manual ... it is short and easy ... and gives
a nice plots really ......
if you still get problems pls feel free to ask ... all the best
Ali

____________________________________________________

Mr. Ali K. S. Al-Maktoumi
Ph.D Student (Water Resources)
School of Civil Engineering
The University Of Queensland
Brisbane, AUSTRALIA

Address:
10/45 Ascog Tce
Toowong, Qld 4066
Brisbane, Queensland
AUSTRALIA

Phone: (+61) 417612821

Dear

  i developed a model in Modflow/Mt3d and i got results.then the same model woth
minor modification i used in seawat. now i got the seawat output file.i want to
compare the results from mt3d and seawat.my questions are
1-how can i get field  head from seawat output
2- i want to compare concentration and head values how can i draw the contours
or graphs for head or concentration just like modflow results.
actually i want to quantify the error induced by ignoring the density component
in  the groundwater flow.

Regards,
JAved

__________________________________________________
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[Non-text portions of this message have been removed]

INTERNATIONAL GROUNDWATER CONFERENCE

on Groundwater (Perspectives, Problems and Challenges)

IGC - 2006, New Delhi, February 1-4, 2006

Organized by School of Environmental Sciences, JNU,
New Delhi-110067 in collaboration with
Department of Civil Engineering, Indian Institute of
Technology, New Delhi-110016 & KTH, Stockholm, Sweden

Themes for IGC-2006

TS-1 Water Resources Assessment
TS-2 Recharge Process and Artificial Recharge
TS-3 Water and Environment
TS-4 Models and its application in soft and hard rock
aquifer system
TS-5 Management Aspects of Groundwater

Call for Papers

All abstracts (not exceeding 250 words on a 3.5"
floppy or CD along with a hard copy in duplicate)
should reach Dr. AL Ramanathan, Organizing Secretary,
Conference Secretariat (IGC-2006), School of
Environmental Sciences, JNU, New Delhi-110067 on or
before 15th June, 2005. Acceptance will be
communicated by July 11, 2005. Authors will have to
submit full manuscript of the paper(s) (with original
figures, if any) to the Conference Secretariat by
October 10, 2005. Necessary instructions regarding
preparation of the manuscript(s) will be sent along
with the acceptance and author(s) are requested to
submit the final text in electronic form (CD or 3.5"
floppy).

Please contact for further details:

Dr. AL. Ramanathan
Conference Organizing Secretary (IGC-2006),
School of Environmental Sciences, JNU,
New Delhi-110067, India
+91 (0) 11-26704314 or 26704316
+91 (0) 11-26106501
alr_jnu@..., alrjnu@...

Dr.M. Thangarajan
Conference Chairman (IGC-2006),
NGRI, Hyderabad
+91-040-23434698 (O),
+91-040-27175156 (R)
mthangarajan@..., or
mthangarajan@...

Dr. A.K. Keshari
Conference Co-organizing Secretary,
IIT, New Delhi
akeshari@...,
akeshari@...,

Dr. Prosun Bhattacharya
Conference Co-organising Secretary,
KTH, Sweden
prosun@...


Web: www.jnu.ac.in; www.envisjnu.net



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Dears
I think the problem might be for one of the following two reasons:
1- the dried cells, we did experience this problem, SEAWAT crush down when there
is dry cells. Try to fix up the dry cells the re-wetting package in MODFLOW.
2- I noticed that you mentioned MT3D which is different than MT3DMS, the way
that input files created. SEAWAT use MT3DMS. If you used the former, try the
MT3DMS and have a look if there is any problem.
Also if no one of these solve the problem, may be one of the parameters that
affect the stability criteria does not meets the requirements, check for example
Cr number, and in case of MOC scheme raise the particle number, and the other
parameters.
all the best
ali



____________________________________________________

Mr. Ali K. S. Al-Maktoumi
Ph.D Student (Water Resources)
School of Civil Engineering
The University Of Queensland
Brisbane, AUSTRALIA

Address:
10/45 Ascog Tce
Toowong, Qld 4066
Brisbane, Queensland
AUSTRALIA

Phone: (+61) 417612821


[Non-text portions of this message have been removed]

Hello to all,
I am trying to run 2D model.
SEAWAT does not seem to accept the ssm file.
What could be the problem?
I have checked the file at the MT3D user guides and it seems to be
O.K.
During the Modflow run some cells at the unsaturated zone were
dried – the upper layer of this section has recharge values.

You can use visual MODFLOW or Groundwater Vistas as a preprocessor (input data)
to creat input files then you can make some modifecation on of theme and run the
model by SEAWAT  then use visual MODFLOW or groundwater Vistas to see the
outputs of the model by extract the output files (.hds, .ucn, .obs, .ddn,) fom
SEAWAT Model to these postprocessor.

Mohamed Nassar

Moumtaz RAZACK <moumtaz.razack@...> wrote:
Dear all
I am a newcomer to this group. I have just a first question :
is there any commercial version of SEAWAT available (i.e. with a graphical
user interface) ?
Thanks
Moumtaz Razack



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[Non-text portions of this message have been removed]

Dear all
I am a newcomer to this group. I have just a first question :
is there any commercial version of SEAWAT available (i.e. with a graphical
user interface) ?
Thanks
Moumtaz Razack

Dear Bron

Can you help my with the conversion of the equivalent freshwater heads to the
"field" heads
becouse I find some difficulties in finding what is what

Thanks anyway Chris


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Hi Chrristos,
Looking at SEWAT manual you can use PMWIN to prepare your data files.
However, you will have to make small modifications/adjustments to some
of the input files (they are all in ASCII text format) outside PMWIN
using a text editor. Once you have done this you will have to run SEAWAT
from the DOS window. On the completion of the run you will be able to
read simulation results using PMWIN again. Remember that SEWAT will give
you simulated heads as equivalent freshwater heads. You will have to
convert those to the "field" heads using a formula shown in SEAWAT
manual. This formula converts heads using simulated fresh water heads
and concentrations. Conversion will have to be done outside SEAWAT/PMWIN
(e.g. in a spreadsheet) but once it is done and saved as an matrix you
will be able to read it into PMWIN and export it from there as an image
or dxf file.
Cheers
Bron

-----Original Message-----
From: chrristos miriounis [mailto:cmiriounis@...]
Sent: Wednesday, 26 January 2005 6:03 PM
To: seawat@...
Subject: [seawat] seawat to pmwin 5.3


Hi everybody
I would like to know if I can work SEAWAT with PMWIN 5.3
Also I would like to know if PMWIN 5.3 can be a graphical interface of
SEAWAT and if so how


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Hi everybody
I would like to know if I can work SEAWAT with PMWIN 5.3
Also I would like to know if PMWIN 5.3 can be a graphical interface of SEAWAT
and if so how


---------------------------------
Do you Yahoo!?
  Yahoo! Search presents - Jib Jab's 'Second Term'

[Non-text portions of this message have been removed]