Respected sirs,
As many of the scientist felt that the information given on "About Tanks" was
not sufficient, I would like to elaborate my query.
The study area is irrigated by three sources namely canal, tanks and wells. The
main canal is running to a length of 58 km and there are twelve branch canals
and 58 direct sluices taking off from the main canal. The total number of tanks
is around 1500. Besides the area is also irrigated by wells. The large number
of tanks formed in the command area get water supplies from three sources,
namely from their own catchments, from the canals and from the operational
wastes of the project i.e. losses in the irrigation system. In this context I
am interested to do simulation of water balance including allocation of surface
and ground water for irrigation. At this juncture could you please suggest
which hydrological model would be very useful to accomplish the task. The
comments are most appreciable.
With thanks,
R. Sathyanathan.
Raul Vazquez Zambrano <raul.vazquez@...> wrote:
Dear Sir,
Perhaps you should be a bit more explicit and describe better your
problem. Type of catchment and of the tanks?, purpose of the tanks, are
they working as normal reservoirs? etc. Only then we could give you a
piece of advice.
Cordially,
R. Vazquez
--
Raul Vazquez Z, Ph.D. MSc. Eng.
Katholieke Universiteit Leuven
Department of Civil Engineering - Hydraulics Laboratory
Kasteelpark Arenberg 40
B-3001 Leuven (Belgium)
Tel.: +32 16 32 16 63 - 32 16 56
Fax: +32 16 32 19 89
URL: http://www.kuleuven.ac.be/hydr/Index.htmlhttp://www.geocities.com/raulito_vz/
Quoting sathyanathan rangarajan <sathyanathan_r@...>:
> Respected sirs,
>
> I am Sathyanathan doing research in the field of spatial water
> productivity by integrating hydrological model and GIS. My study
> area consists of more number of tanks ( 1000 tanks in an area of
> 660km2). Is there any hydrological model which has the provision of
> incorporating tanks? Whether MIKESHE's new version is capable of
> including tanks? Comments from the forum is greatly appreciable.
>
> With thanks,
>
> Yours sincerely,
> R. Sathyanathan.
>
>
>
> ---------------------------------
> Do you Yahoo!?
> Y! Messenger - Communicate in real time. Download now.
>
> [Non-text portions of this message have been removed]
>
>
>
> =================================================
> * To subscribe this group, send a blank email to:
> hydrologymodel-subscribe@...
>
> * Post message: hydrologymodel@...
>
> * This list is moderated by C. P. Kumar -
> http://www.angelfire.com/nh/cpkumar/
> =================================================
> * Subscribe other related groups by sending blank
> email to the addresses given below -
>
> Hydrology Forum:
> hydforum-subscribe@yahoogroups.com
>
> Ground Water Modelling:
> gwmodel-subscribe@yahoogroups.com
>
> Roorkee Hydrology Group:
> rhydrology-subscribe@yahoogroups.com
> =================================================
>
>
> Yahoo! Groups Links
>
>
>
>
>
>
=================================================
* To subscribe this group, send a blank email to:
hydrologymodel-subscribe@...
* Post message: hydrologymodel@...
* This list is moderated by C. P. Kumar - http://www.angelfire.com/nh/cpkumar/
=================================================
* Subscribe other related groups by sending blank
email to the addresses given below -
Hydrology Forum:
hydforum-subscribe@yahoogroups.com
Ground Water Modelling:
gwmodel-subscribe@yahoogroups.com
Roorkee Hydrology Group:
rhydrology-subscribe@yahoogroups.com
=================================================
---------------------------------
Yahoo! Groups Links
To visit your group on the web, go to:
http://in.groups.yahoo.com/group/hydrologymodel/
To unsubscribe from this group, send an email to:
hydrologymodel-unsubscribe@...
Your use of Yahoo! Groups is subject to the Yahoo! Terms of Service.
__________________________________________________
Do You Yahoo!?
Tired of spam? Yahoo! Mail has the best spam protection around
http://mail.yahoo.com
[Non-text portions of this message have been removed]
Dear Sir,
Perhaps you should be a bit more explicit and describe better your
problem. Type of catchment and of the tanks?, purpose of the tanks, are
they working as normal reservoirs? etc. Only then we could give you a
piece of advice.
Cordially,
R. Vazquez
--
Raul Vazquez Z, Ph.D. MSc. Eng.
Katholieke Universiteit Leuven
Department of Civil Engineering - Hydraulics Laboratory
Kasteelpark Arenberg 40
B-3001 Leuven (Belgium)
Tel.: +32 16 32 16 63 - 32 16 56
Fax: +32 16 32 19 89
URL: http://www.kuleuven.ac.be/hydr/Index.htmlhttp://www.geocities.com/raulito_vz/
Quoting sathyanathan rangarajan <sathyanathan_r@...>:
> Respected sirs,
>
> I am Sathyanathan doing research in the field of spatial water
> productivity by integrating hydrological model and GIS. My study
> area consists of more number of tanks ( 1000 tanks in an area of
> 660km2). Is there any hydrological model which has the provision of
> incorporating tanks? Whether MIKESHE's new version is capable of
> including tanks? Comments from the forum is greatly appreciable.
>
> With thanks,
>
> Yours sincerely,
> R. Sathyanathan.
>
>
>
> ---------------------------------
> Do you Yahoo!?
> Y! Messenger - Communicate in real time. Download now.
>
> [Non-text portions of this message have been removed]
>
>
>
> =================================================
> * To subscribe this group, send a blank email to:
> hydrologymodel-subscribe@...
>
> * Post message: hydrologymodel@...
>
> * This list is moderated by C. P. Kumar -
> http://www.angelfire.com/nh/cpkumar/
> =================================================
> * Subscribe other related groups by sending blank
> email to the addresses given below -
>
> Hydrology Forum:
> hydforum-subscribe@yahoogroups.com
>
> Ground Water Modelling:
> gwmodel-subscribe@yahoogroups.com
>
> Roorkee Hydrology Group:
> rhydrology-subscribe@yahoogroups.com
> =================================================
>
>
> Yahoo! Groups Links
>
>
>
>
>
>
Respected sirs,
I am Sathyanathan doing research in the field of spatial water productivity by
integrating hydrological model and GIS. My study area consists of more number
of tanks ( 1000 tanks in an area of 660km2). Is there any hydrological model
which has the provision of incorporating tanks? Whether MIKESHE's new version
is capable of including tanks? Comments from the forum is greatly appreciable.
With thanks,
Yours sincerely,
R. Sathyanathan.
---------------------------------
Do you Yahoo!?
Y! Messenger - Communicate in real time. Download now.
[Non-text portions of this message have been removed]
hi
i am rajaram doing my M.Tech in Hydraulics Water
Resources Engg in NITK Surathkal.My specialization is
in Surface Water Hydrology. i have a doubt that is
when calculating hydraulic power potential i have to
creat a dem just guide in creating dem.
__________________________________________________
Do You Yahoo!?
Tired of spam? Yahoo! Mail has the best spam protection around
http://mail.yahoo.com
Dears
I@am master student, my topic is about rill erosion patterns, I need
to use microtopographic scanner for the surface roughness and also I
want to use photogrametry techniques, I need some help in:
1) What is the suitable laser microtopographic. Scanner and could you
introduce some companies?
2) What is the suitable accuracy for 1m**2 plot using simulated
rainfall?
3) Some reference about photogra. Tech. for soil roughness
4) Any advices, I will appreciate very much
Thanks in advance
Mohamed
Please allow me to bring the following vacancy to your attention.
Job description
Risk Management Solutions develops stochastic models for assessment
of the financial risk due to catastrophic events such as windstorms,
floods and earthquakes. We are looking for a Lead Flood Modeller to
join the Climate Hazards team in our London office as soon as
possible.
Your primary responsibility will be the development of a large scale
river routing and runoff model in collaboration with a group
consisting of people with backgrounds in statistics, mathematics,
meteorology, engineering and geography. You will also be involved in
storm surge modelling and have opportunities to be involved in the
modelling of other climate hazards.
Required skills
PhD or MSc in engineering, hydrology or physics. Solid knowledge of
fluid dynamics and the theory behind river routing and runoff
modelling combined with practical experience in implementing such
models. Experience in numerical modelling and strong programming
skills are required, preferably in C++. You will also need excellent
oral and written communication skills and the ability to work well in
a team environment.
About RMS
Founded at Stanford University in 1988, RMS is the world's leading
provider of products and services for the quantification and
management of natural hazard risks. The company grew rapidly in the
1990s offering technology and services for the management of
insurance catastrophe risk associated with natural perils such as
earthquakes, hurricanes and other windstorms. Today, RMS is also the
leader in risk modelling for weather derivatives and enterprise risk
management for the P&C insurance industry. The company's objective is
to help clients improve financial performance by using RMS products
and services to gain the most complete view of their risk portfolio.
Please visit our web pages for more information about RMS:
www.rms.com.
For applications or an informal discussion about the job please
contact: recruiting@...
Though this is the water quality related queries, I hope you will help me out by
providing some suggestions and references.
I want to estimate the loading from the basin having different land uses. I have
5 yrs data of water quality (mg/l). The sampling has been undertaken once in a
month and the flow (m3/s) as well in the outlet of the subbasin. I want to
estimate the annual loading of different nutrient from the subbasins.
Unfortunately, I don't have the data of the water quality that has been measured
right after the storm event.
I would like to ask help regarding to convert the monthly concentrations of
nutrient to mean annual concentration and loading which can represent both the
storm event and base flow conditions.
Looking forward to your kind suggestions.
Sincerely yours,
Samay
---------------------------------
Do you Yahoo!?
New and Improved Yahoo! Mail - 100MB free storage!
[Non-text portions of this message have been removed]
Behzad,
I think that Prof. Ana Barros (Duke University) has worked (or is still
working) in the same direction as yours. You may contact her through
the following e-address:
ana.barros@...
You may also wish to contact Prof. Dirk Raes (one of the co-authors of
the FAO-56 report), who could give you an additional piece of advice,
through the following e-address:
dirk.raes@...
Furthermore, I advise you to get the following publications where you
may obtain detailed information about references suggested in earlier
messages by other colleagues, such as the ASCE 70 handbook, the FAO-56
report, the FAO-24 report, as well as other relevant and useful set of
references.
Vázquez R. F. and J. Feyen, 2004. Potential Evapotranspiration for the
Distributed Modeling of Belgian Catchments. (ASCE) Journal of
Irrigation and Drainage Engineering, 130(1): 1-8.
Vázquez R. F. and J. Feyen, 2003. Effect of potential
evapotranspiration estimates on effective parameters and performance of
the MIKE SHE-code applied to a medium-size catchment. Journal of
Hydrology, 270(4): 309-327.
Success with your investigation.
Cordially,
--
Raul Vazquez Z, Ph.D. MSc. Eng.
Katholieke Universiteit Leuven
Department of Civil Engineering - Hydraulics Laboratory
Kasteelpark Arenberg 40
B-3001 Leuven (Belgium)
Tel.: +32 16 32 16 63 - 32 16 56
Fax: +32 16 32 19 89
URL: http://www.kuleuven.ac.be/hydr/Index.htmlhttp://www.geocities.com/raulito_vz/
Quoting behzad@...:
> Dear friends,
> I am looking for (mathematical) models for evapotranspiration rate.
> A literature review regarding evapotranspiration methods also is
> useful.
> In reality, I need to develop one model for evapotranspiration rate
> of trees which should be related to soil suction and properties.
> Would you please if you know any useful references let me know?
> Regards,
> Behzad
Behzad,
You might look into a couple of models.
EPIC and APEX models have provisions for estimating PET using any of
five methods including Hargreaves and Samani (1985), Penman (1948),
Priestley-Taylor (1972),Penman-Monteith (Monteith, 1965), or Baier-
Robertson (1965). Selection is often based on how much and what types
of data you have.
From the EPIC documentation:
"The Penman and Penman-Monteith methods require solar radiation, air
temperature, wind speed, and relative humidity as input. If wind
speed,relative humidity, and solar radiation data are not available,
the Hargreaves or Priestley-Taylor methods provide options that give
realistic results in most cases. The Baier-Robertson method
developed in Canada performs well in cold climates.
The model computes evaporation from soils and plants separately, as
described by Ritchie (1972). Potential soil water evaporation is
estimated as a function of potential evaporation and leaf area index
(LAI, area of plant leaves relative to the soil surface area).
Actual soil water evaporation is estimated by using exponential
functions of soil depth and water content. Plant water evaporation
is simulated as a linear function of potential evaporation and leaf
area index."
Here's a link:
http://www.brc.tamus.edu/epic/
The SWAT model incorporates three PET estimation methods: the Penman-
Monteith, Priestley-Taylor, and Hargreaves. Think the developers have
been doing quite of work with trees and forests recently, although
I'm not sure if the work was related to ET. Here's a link:
http://www.brc.tamus.edu/swat/swattheo.html
Good luck,
Steve
--- In hydrologymodel@..., behzad@u... wrote:
> Dear friends,
> I am looking for (mathematical) models for evapotranspiration rate.
> A literature review regarding evapotranspiration methods also is
> useful.
> In reality, I need to develop one model for evapotranspiration rate
> of trees which should be related to soil suction and properties.
> Would you please if you know any useful references let me know?
> Regards,
> Behzad
Dear Behzad
You can look at some of the PhD thesis at lib. of UOW.
You can also look at complementary approach developed
by Morton and some of the other research work
conducted by researchers at Dep. of civil engineering-
Melbourne and Monash Uni.
In addition the following thesis may be useful as
well.
Sharifi, F. (1996), Catchment Rainfall-Runoff Computer
Modelling,, PhD Thesis Dept. Civil & Mining
Engineering, University of Wollongong, Australia.
Hope these could help
Regards,
sharifi
__________________________________
Do you Yahoo!?
Yahoo! Mail is new and improved - Check it out!
http://promotions.yahoo.com/new_mail
Dear friend
my review says that you may refer ASCE Monograph No. 70 for thorough
understanding of Evapotranspiration. also you may consult FAO 56.
I was working towards developing a model for prdicting evapotranspiration
requirement of tea plantation which has elaborately developed canopy and aslo
the presence of shade trees for providing partial shade ( an ususal practice in
tea gardens). The normally used methods over predicted but I had to stop my work
in between due to some unavoidable reasons,.
Hope you will be able to do things right.
bye
akm
--
_______________________________________________
Find what you are looking for with the Lycos Yellow Pages
http://r.lycos.com/r/yp_emailfooter/http://yellowpages.lycos.com/default.asp?SRC\
=lycos10
Dear friends,
I am looking for (mathematical) models for evapotranspiration rate.
A literature review regarding evapotranspiration methods also is
useful.
In reality, I need to develop one model for evapotranspiration rate
of trees which should be related to soil suction and properties.
Would you please if you know any useful references let me know?
Regards,
Behzad
I am currently on a search for a Sr. Water Resources Engineer for a
client in Baltimore, MD. They are looking for someone who has 8-12
years experience and has some level of expertise in drainage design,
stormwater management, erosion and sediment control design,
environmental permitting, and stream restoration using the Rosgen
method. This is a senior level postion and requires
a P.E.. Any ideas?
A new introductory ground water textbook, Fundamentals of Ground
Water, was published by Wiley. The book was co-authored by Frank
Schwartz and Hubao Zhang.
Here are the features of the textbook.
(a)In-text pedagogy featuring numerous worked examples and exercises
in each chapter, as well as end-of-chapter highlights to emphasize
important concepts.
(b)Can serve as an introductory groundwater text for students or as a
reference for ground-water professionals.
(c)Window-based computer programs simulate groundwater processes.
(d)Excel spreadsheet programs demonstrate the calculation of mass
transport processes.
(e)PowerPoint slides illustrate field methods and technology, and
take students on virtual tours of interesting study areas and field
problems.
(f)Complete answers to the exercises (about 150 pages) only available
to instructors.
Here are a few useful links of the book:
http://www.wiley.com/college/schwartzhttp://members.cox.net/ground-water/index.html
A college instructor can request a free copy of the book from Wiley.
Thanks,
Hubao Zhang
Applications are invited from bright Indian and International
self-financing students to pursue a full-time Master of
Engineering course in Hydraulic Engineering during 2004-2006 at
the Department of Applied Mechanics, Bengal Engineering College (
Deemed University), Howrah 711103, India. The institute is the
second-oldest engineering institute in India and one of the best
in the country and has a high brand equity. The university website
is www.becs.ac.in. I have personally done a lot of research on
saline water intrusion in coastal aquifers, a field in which I
have projects and several publications. Interested candidates are
invited to look at the website
in.geocities.com/am_becdu/Geophysical_Hydraulics_Group.pdf
Interested candidates may contact me directly by e-mail.
With best regards,
Yours sincerely,
Amartya Kumar Bhattacharya
Dr. Amartya Kumar Bhattacharya
B.C.E.(Jadavpur), M.Tech.(IIT Kharagpur),
Ph.D.(IIT Kharagpur), CEng(I), MIE, F.ISH, MIGS
Fellow Member and Vice-President (East),
Association of Consulting Civil Engineers (India)
Life Member and Member, Executive Committee,
American Society of Civil Engineers - India Section
Fellow, Indian Water Resources Society
Member, International Association Of Hydrological Sciences
(Delft)
Assistant Professor,
Department of Applied Mechanics,
Member, Managing Committee,
Centre for Disaster Mitigation Engineering, and
Coordinator,
Indo-Gulf Centre for Arid Regions Engineering,
Bengal Engineering College
(Deemed University),
Howrah - 711103,
West Bengal,
India.
Phone : 91-33-2668-4561 to 63. Extension : 277 (O)
91-33-2668-8393 (R)
91-33-2463-8574 (R)
Fax : 91-33-2668-4564 or 2916
Mobile : 91-98300 66562
Hi! I am Rimutis Tamulevicius from Lithuanian hydrometeorological service. I
have some questions to this conference. Did any of you work with ice phenomenon
forecasting modelling? I have only a bachelour degree, but I hope that this
problem will be one of my work in my master degree education. I was excuse
becouse of my English. Thanks for all of you to your answer.
Rimutis Tamulevicius.
Hydrologist.
Lithuanian hydrometeorlogical service.
Rudnios 6, Vilnius
Lithuania.
Tel.+37052715086
Mob. +37068225069
e-mail vanduo@...
[Non-text portions of this message have been removed]
Daer colleagues,
(Please ignore this message if you have already received it from some
other means)
Some of you may already know about the International Conference on
Sustainable Water Resources Management in Changing Environment of the
Monsoon Region in Colombo, Sri Lanka, which will take place from 17th
to 19th of November, 2004. We believe that this is an opportunity to
gain first hand information on water resources related problems in the
Asian region and share insights on finding sustainable solutions.
The abstract deadline is 30th of April. But the organizers have agreed
to accept abstracts that are a few days late. Please see the
conference website: http://wm.hq.unu.edu/conf/wrm/ for information.
Best regards,
Assela
Dear colleagues,
You are invited to exchange your views on saline water
intrusion into coastal aquifers in this forum.
Best regards,
Amartya Kumar Bhattacharya
Dr. Amartya Kumar Bhattacharya
B.C.E.(Jadavpur), M.Tech.(IIT Kharagpur),
Ph.D.(IIT Kharagpur), CEng(I), MIE, F.ISH, MIGS
Fellow Member and Vice-President (East),
Association of Consulting Civil Engineers (India)
Life Member and Member, Executive Committee,
American Society of Civil Engineers - India Section
Fellow, Indian Water Resources Society
Member, International Association Of Hydrological Sciences
(Delft)
Assistant Professor,
Department of Applied Mechanics,
Member, Managing Committee,
Centre for Disaster Mitigation Engineering, and
Coordinator,
Indo-Gulf Centre for Arid Regions Engineering,
Bengal Engineering College
(Deemed University),
Howrah - 711103,
West Bengal,
India.
Phone : 91-33-2668-4561 to 63. Extension : 277 (O)
91-33-2668-8393 (R)
91-33-2463-8574 (R)
Fax : 91-33-2668-4564 or 2916
Mobile : 91-98300 66562
Dear all,
I think it will be so useful for all in the groups. So, Pl. go thro' the
website and proceed further on this.
with regards,
suresh babu.
---------------------------
Mission
YWAT is a global movement of students
and young professionals who aim to
increase awareness, participation and
commitment among young people in water
related issues.
Brief History
YWAT was born at the Youth World Water
Forum, held in Vlissingen, The Netherlands
(June 21st-28th, 2001). An action team of
35 people was selected to equally present
all regions of the world. YWAT was present
at important water events in Bonn,
Kathmandu, New York, Montreal,
Stockholm, Johannesburg, Kyoto and
Cannes.
Current Projects
Currently, YWAT is collecting youth-led
water initiatives in order to build up a
global movement to increase water
awareness and to address water-related
issues of sustainability. Further, YWAT is
organizing workshops, conferences and
city walks to create awareness among
young people and to collect the ideas of
young people with regard to all kinds of
water issues.
Enthusiastic? Join us now!
Do you want to start your own awarenessraising
activity? Do you wish to network
with other youth initiatives? And are you
between 18 and 30 years old? Then join
YWAT now! For more information, please
write an e-mail to information@... or
have a look at www.ywat.org.
----------------------------------------------------------
"Defeat the Defeat, Before the Defeat defeats You".
P. SURESH BABU
RESEARCH ASSOCIATE
INSTITUTE OF REMOTE SENSING
ANNA UNIVERSITY,CHENNAI-600025.
PH: 22351723 EXTN: 3121
RES:
5/157-A, "CP.GEETHA ILLAM",
1st MAIN ROAD, SARASWATHY NAGAR,
VALLALAR STREET,
OTTERI EXTENSION,
VANDALUR,
CHENNAI-48.
PH:91-44-22751433
_________________________________________________________________
Post Classifieds on MSN classifieds. http://go.msnserver.com/IN/44045.asp
Buy and Sell on MSN Classifieds.
Applications are invited from candidates having at least a BE
degree in Civil Engineering to conduct research under me in my
following sponsored projects:
1. Saline water intrusion in coastal aquifers of the east coast of
India, sponsored by the AICTE.
2. Groundwater movement ant quality in the aquifer underlying
Calcutta, sponsored by the WBDST.
Expressions of interest may be sent to my e-mail address
amartya_67@....
Amartya Kumar Bhattacharya
in.geocities.com/am_becdu/Geophysical_Hydraulics_Group.pdf
Dr. Amartya Kumar Bhattacharya
B.C.E.(Jadavpur), M.Tech.(IIT Kharagpur),
Ph.D.(IIT Kharagpur), CEng(I), MIE, F.ISH, MIGS
Fellow Member and Vice-President (East),
Association of Consulting Civil Engineers (India)
Life Member and Member, Executive Committee,
American Society of Civil Engineers - India Section
Fellow, Indian Water Resources Society
Member, International Association Of Hydrological Sciences
(Delft)
Assistant Professor,
Department of Applied Mechanics,
Member, Managing Committee,
Centre for Disaster Mitigation Engineering, and
Coordinator,
Indo-Gulf Centre for Arid Regions Engineering,
Bengal Engineering College
(Deemed University),
Howrah - 711103,
West Bengal,
India.
Phone : 91-33-2668-4561 to 63. Extension : 277 (O)
91-33-2668-8393 (R)
91-33-2463-8574 (R)
Fax : 91-33-2668-4564 or 2916
Mobile : 91-98300 66562
Raul:
Try using the spatial analyst extension of ARCVIEW 3.2. If that doesn't
work, the GRID module of the previous workstation version of ARC/INFO
should have the commands and functions needed to perform the tasks you
mentioned. ArcGIS 8.3 should also have the capability.
Good Luck.
Mark
--------------------------------------------------
Raul Vazquez Zambrano wrote:
> Dear colleagues,
>
> This is for kindly asking you for your co-operation.
>
> We are at the moment involved in a project dealing with distributed
> hydrological modelling of medium size catchments. As such, we are in a
> need of performing a GIS re-sampling (raster) operation from a smaller
> grid size to a coarser one. The analysis involves a resampling process
> that takes into account the most dominant cell attribute among the
> smaller-size cells that are contained in a particular coarser re-
> sampled cell.
>
> Due to logistic and software-availability circumstances, we would like
> to carry out the analysis with ESRI-ArcView 3.2. Is there any one of
> you who happens to know a suitable (public domain) extension or
> subroutine that can carry out the referred task, in an automated way?.
> If so, would you let us know how to get it?. If you have any similar
> experience, epecially applied to land coverage/use analyses, would you
> let us know about them?. Thanks a lot in advance for your kind reply to
> this message.
>
> Yours sincerely,
>
> R. Vazquez.
> --
> Raul Vazquez Z, Ph.D. MSc. Eng.
> Katholieke Universiteit Leuven
> Department of Civil Engineering - Hydraulics Laboratory
> Kasteelpark Arenberg 40
> B-3001 Leuven (Belgium)
> Tel.: +32 16 32 16 63 - 32 16 56
> Fax: +32 16 32 19 89
> URL: http://www.kuleuven.ac.be/hydr/Index.html
> http://www.geocities.com/raulito_vz/
>
> **************************************************
>
> Post message: hydrologymodel@...
>
> Subscribe: hydrologymodel-subscribe@...
>
> Unsubscribe: hydrologymodel-unsubscribe@...
>
> **************************************************
>
> Yahoo! Groups Links
>
> To visit your group on the web, go to:
> http://in.groups.yahoo.com/group/hydrologymodel/
>
> To unsubscribe from this group, send an email to:
> hydrologymodel-unsubscribe@...
>
> Your use of Yahoo! Groups is subject to:
> http://in.docs.yahoo.com/info/terms/
[Non-text portions of this message have been removed]
Dear colleagues,
This is for kindly asking you for your co-operation.
We are at the moment involved in a project dealing with distributed
hydrological modelling of medium size catchments. As such, we are in a
need of performing a GIS re-sampling (raster) operation from a smaller
grid size to a coarser one. The analysis involves a resampling process
that takes into account the most dominant cell attribute among the
smaller-size cells that are contained in a particular coarser re-
sampled cell.
Due to logistic and software-availability circumstances, we would like
to carry out the analysis with ESRI-ArcView 3.2. Is there any one of
you who happens to know a suitable (public domain) extension or
subroutine that can carry out the referred task, in an automated way?.
If so, would you let us know how to get it?. If you have any similar
experience, epecially applied to land coverage/use analyses, would you
let us know about them?. Thanks a lot in advance for your kind reply to
this message.
Yours sincerely,
R. Vazquez.
--
Raul Vazquez Z, Ph.D. MSc. Eng.
Katholieke Universiteit Leuven
Department of Civil Engineering - Hydraulics Laboratory
Kasteelpark Arenberg 40
B-3001 Leuven (Belgium)
Tel.: +32 16 32 16 63 - 32 16 56
Fax: +32 16 32 19 89
URL: http://www.kuleuven.ac.be/hydr/Index.htmlhttp://www.geocities.com/raulito_vz/
TO WHOM IT MAY CONCERN
Sorry for any crosspostings and if this is irrelevant
to you.
Please notice that, due to the number of papers
received, the seminar will be extended till the
evening of May 11, 2004, which is Tuesday.
Would appreciate it if you could forward it to others.
Thank you very much.
Amlir Ayat
Chairman, National Technical Committee
World Water Day Seminar 2004
WORLD WATER DAY SEMINAR, PROMENADE HOTEL, KOTA
KINABALU, SABAH
MAY 10-11, 2004
Theme: Water and Disasters
AGENDA
=====
May 10
0800h Registration
0900h Opening ceremony
1000h Break
1030h Keynote Address
1100h SESSION 1: K-BASED DISASTER MANAGEMENT
1230h Lunch
1400h SESSION 2: RESEARCH AND DEVELOPMENT
1600h Tea
May 11
0830h SESSION 3: CASE STUDIES 1
1000h Break
1030h SESSION 4: CASE STUDIES 2
1230h Lunch
1400h SESSION 5: PLANNING AND MANAGEMENT ISSUES
1600h SPECIAL FEATURE: Facing Disasters in Malaysia
Presented by Biro Keselamatan Negara
This session will be accompanied with a documentary
on the relevant aspects of disasters in the country.
1730h Closing ceremony
PARTICIPATION AND FEE
=====================
Participation is open to engineers, researchers, and
publics concerned with water-related disciplines and
the public.
The fee is as follows:
MANCID member RM 300
Non Member RM 350
This conference fee is non-refundable and does not
include accommodation. However, replacement is
allowed.
The fee is waived for paper presenters.
ACCOMMODATION
============
Following are the room rates for Promenade:
The room rates are as follow:
Single occupancy : RM165 per room per day (one person)
Double occupancy : RM240 per room per day (two
persons)
REGISTRATION
==========
Please contact the Secretariat to register and confirm
your participation by Friday, April 16, 2004.
SECRETARIAT
=========
The Secretariat's address is as follows:
MANCID Secretariat
World Water Day 2004
Department of Irrigation and Drainage
Jalan Sultan Salahuddin
50626 Kuala Lumpur
Tel: 0326175709 (Wan Marhafidz), 0326175778 (Azli),
0326175774 (Shahrir), Hazri (0326175758), or
0193821780 (Amlir)
Email: wmhafidz@...,
azli@...,a_shahrir@...,
hazri2did.moa.my, or a_amlir@...
Please contact the Secretariat should there be any
query. More information will be coming soon.
Thank you.
Amlir Ayat
Chairman, National Technical Committee
World Water Day Seminar 2004
__________________________________
Do you Yahoo!?
Yahoo! Small Business $15K Web Design Giveaway
http://promotions.yahoo.com/design_giveaway/
Dear,
Rahter then explaining these words, I suggest you should read (study)
some basic notes on open-channel hydraulics (eg Ven Te Chow, French R.H.
or Chanson, Hubert).
Regards,
Patrik
raffaele serpico schreef:
> hallo everyone
> I'm Raffaele from Italy,I'm new at this web group, I
> recently gradualed in Env.Sciences, and I'm getting
> familiar with Hec-Ras, Now I'm study technical
> reference and I have some trouble with technical
> english worlds . Could someone help?
> -conveyance
> -mixed flow regime
> -sub,supercritical flow
> thanks
> Raffa
> --- alantan137 <alantan137@...> wrote:
> > Hey, I am new to this website and have not yet have
> > the chance to
> > see what had been posted previously. But I do have a
> > doult that I
> > like to clear. There were a few studies carried out
> > on a river
> > system to study the flooding problem.The big problem
> > is that people
> > had been using surveyed data that had been related
> > to a so
> > called "common datum". The river stretches over a
> > distance of 120km.
> > The elevation ranges from 6m (MSL)(over the flood
> > plain) to 1250m
> > (MSL)(head water). There is a likely hood that
> > longitudinal profile
> > would be distorted due to the error in the survey.
> > When using such
> > information for running model like ISIS or MIKE II,
> > could the flood
> > level generated be used?
> >
> > I will define "common datum". There are many BM used
> > for tieing up
> > the river long. profile survey. It was assumed that
> > they were all
> > related to mean sea level (MSL). But from
> > information collected,
> > there can be a difference of 0.5 to 2 m between BM
> > when related.
> >
> > ALAN
> >
> >
>
> __________________________________
> Do you Yahoo!?
> Yahoo! Finance Tax Center - File online. File on time.
> http://taxes.yahoo.com/filing.html
>
> **************************************************
>
> Post message: hydrologymodel@...
>
> Subscribe: hydrologymodel-subscribe@...
>
> Unsubscribe: hydrologymodel-unsubscribe@...
>
> **************************************************
>
> Yahoo! Groups Links
>
> To visit your group on the web, go to:
> http://in.groups.yahoo.com/group/hydrologymodel/
>
> To unsubscribe from this group, send an email to:
> hydrologymodel-unsubscribe@...
>
> Your use of Yahoo! Groups is subject to:
> http://in.docs.yahoo.com/info/terms/
--
Patrik Peeters
AMINAL, afdeling water
Team Watersysteemkennis
Hydroloog buitendienst Antwerpen
Copernicuslaan 1, bus 2
B - 2018 Antwerpen
tel. 03-224 62 40
fax. 03-224 62 35
gsm. 0478-79 51 32
email. patrik.peeters@...
hallo everyone
I'm Raffaele from Italy,I'm new at this web group, I
recently gradualed in Env.Sciences, and I'm getting
familiar with Hec-Ras, Now I'm study technical
reference and I have some trouble with technical
english worlds . Could someone help?
-conveyance
-mixed flow regime
-sub,supercritical flow
thanks
Raffa
--- alantan137 <alantan137@...> wrote:
> Hey, I am new to this website and have not yet have
> the chance to
> see what had been posted previously. But I do have a
> doult that I
> like to clear. There were a few studies carried out
> on a river
> system to study the flooding problem.The big problem
> is that people
> had been using surveyed data that had been related
> to a so
> called "common datum". The river stretches over a
> distance of 120km.
> The elevation ranges from 6m (MSL)(over the flood
> plain) to 1250m
> (MSL)(head water). There is a likely hood that
> longitudinal profile
> would be distorted due to the error in the survey.
> When using such
> information for running model like ISIS or MIKE II,
> could the flood
> level generated be used?
>
> I will define "common datum". There are many BM used
> for tieing up
> the river long. profile survey. It was assumed that
> they were all
> related to mean sea level (MSL). But from
> information collected,
> there can be a difference of 0.5 to 2 m between BM
> when related.
>
> ALAN
>
>
__________________________________
Do you Yahoo!?
Yahoo! Finance Tax Center - File online. File on time.
http://taxes.yahoo.com/filing.html
Hey, I am new to this website and have not yet have the chance to
see what had been posted previously. But I do have a doult that I
like to clear. There were a few studies carried out on a river
system to study the flooding problem.The big problem is that people
had been using surveyed data that had been related to a so
called "common datum". The river stretches over a distance of 120km.
The elevation ranges from 6m (MSL)(over the flood plain) to 1250m
(MSL)(head water). There is a likely hood that longitudinal profile
would be distorted due to the error in the survey. When using such
information for running model like ISIS or MIKE II, could the flood
level generated be used?
I will define "common datum". There are many BM used for tieing up
the river long. profile survey. It was assumed that they were all
related to mean sea level (MSL). But from information collected,
there can be a difference of 0.5 to 2 m between BM when related.
ALAN
Dear colleagues,
I am looking for a university or research center to spend my sabbatical
leave. My interest is Hydrological Modeling. My CV is ready to sent if you
are interested to help me in this regard.
Best Regards and Wishes
Saeid Eslamian
------------------------------------------------------
Dr. Saeid Eslamian
Associate Professor of Hydrology and Water Resources
Department of Water Engineering
Isfahan University of Technology
IRAN
Tel: +98311391(3082)
Fax: +98311391(3106)
TO WHOM IT MAY CONCERN
Sorry for any crosspostings and if this is irrelevant
to you. Would appreciate it if you could forward it to
others. Thank you very much.
Amlir Ayat
Chairman, National Technical Committee
World Water Day Seminar 2004
THE RESCHEDULING OF WORLD WATER DAY SEMINAR 2004
=====================================
PLEASE TAKE NOTE:
Due to the national election, the World Water Day
Seminar has been rescheduled to MAY 10 - 11, 2004.
The venue remains the same i.e. Promenade Hotel, Kota
Kinabalu, Sabah.
PARTICIPATION AND FEE
================
Participation is open to engineers, researchers, and
publics concerned with water-related disciplines and
the public.
The fee is as follows:
MANCID member RM 300
Non Member RM 350
This conference fee is non-refundable and does not
include accommodation. However, replacement is
allowed.
The fee is waived for paper presenters.
ACCOMMODATION
============
Following are the room rates for Pomenade:
The room rates are as follow:
Single occupancy : RM165 per room per day (one person)
Double occupancy : RM240 per room per day (two
persons)
REGISTRATION
==========
Please contact the Secretariat to register and confirm
your participation by Friday, April 16, 2004.
SECRETARIAT
=========
The Secretariat's address is as follows:
MANCID Secretariat
World Water Day 2004
Department of Irrigation and Drainage
Jalan Sultan Salahuddin
50626 Kuala Lumpur
Tel: 0326175709 (Wan Marhafidz), 0326175778 (Azli),
0326175774 (Shahrir), Hazri (0326175758), or
0193821780 (Amlir)
Email: wmhafidz@..., azli@...,
a_shahrir@..., hazri2did.moa.my, or
a_amlir@...
Please contact the Secretariat should there be any
query. More information will be coming soon.
Thank you.
Amlir Ayat
Chairman, National Technical Committee
World Water Day Seminar 2004
__________________________________
Do you Yahoo!?
Yahoo! Mail - More reliable, more storage, less spam
http://mail.yahoo.com
Dear Behzad,
Although the evaporating surfaces are different than in your case,
perhaps you should also look at the following references for a
complemetary view on the most appropriate (and cheap) method for
estimating actual evapotranspiration according to your local
conditions.
Sumner, D.M. (1996). Evapotranspiration from Successional Vegetation
in a Deforested Area of Lake Wales, Florida. Water-Resources
Investigations Report (96-4244), U. S. Geological Survey, Florida, USA.
Wilson, K.B., Hanson, P.J., Mulholland, P.J., Baldocchi, D.D., and
Wullschlenger, S.D. (2001). A comparison of methods for determining
forest evapotranspiration and its components: sap-flow, soil water
budget, eddy covariance and catchment water balance. Agricultural and
Forest Meteorology, Amsterdam, 106, 153-168.
Best of luck with your research.
Raul Vazquez
PS: Be aware of an study involving the estimation of ETact for bare
soil: "Comparison of measured and FAO-56 Modeled Evaporation" by
Mutziger et al. available in the website www.itrc.org.
--
Raul Vazquez Z, Ph.D. MSc. Eng.
Katholieke Universiteit Leuven
Department of Civil Engineering - Hydraulics Laboratory
Kasteelpark Arenberg 40
B-3001 Leuven (Belgium)
Tel.: +32 16 32 16 63 - 32 16 56
Fax: +32 16 32 19 89
URL: http://www.kuleuven.ac.be/hydr/Index.htmlhttp://www.geocities.com/raulito_vz/
Quoting Jenny Blight <jennyb@...>:
> Dear Behzad
>
> The paper which most comprehensively describes the Wits work on
> Energy
> Balance is:
>
> "Measuring evaporation from Soil surfaces for environmental and
> geotechnical
> purposes" by GE Blight,
> published in Water SA, Vol 28, No 4, October 2002
>
> Available on website: www.wrc.org.za
>
>
> Jenny
>
>
>
>
> -----Original Message-----
> From: behzad fatahi [mailto:behzad@...]
> Sent: Saturday, February 07, 2004 11:47 AM
> To: hydrologymodel@...
> Subject: Re: [hydrologymodel] ET measurements
>
>
> Dear Jenny,
> Would you please introduce or send me the best papers or articles
> which
> describe evapotranspiration(ET) rate using energy balance method in
> detail?
> Also, I am looking for information which describe one case study of
> using
> energy balance method to calculate ET (detailed formulation and
> calculation). Can you help me in this matter?
> Regards,
> Behzad
>
> ----- Original Message -----
> From: Jenny Blight
> To: hydrologymodel@...
> Sent: Friday, February 06, 2004 8:19 PM
> Subject: RE: [hydrologymodel] ET measurements
>
>
>
> At Wits University we have measured ET using Energy Balance, and
> neglecting
> the trivial components.
> We simply measure net radiation with an inexpensive hand held
> radiometer,
> and air temperature at
> intervals throughout the day. We have checked results against using
> the
> "full Monty" Bowen Ratio
> method. Will get exact references for you if you like.
>
> Jenny Blight
>
>
>
> -----Original Message-----
> From: Emad Habib [mailto:habib@...]
> Sent: Thursday, February 05, 2004 7:17 PM
> To: hydrologymodel@...
> Subject: [hydrologymodel] ET measurements
>
>
> I am looking for an inexpensive technology to measure
> evapotranspiration
> in
> southern louisiana, USA. We have an access to evaporation pan but
> that
> gives
> the potential evaporation only. I considered a device called eddy
> correlation that actually measures the actual ET but it is too
> expensive.
> Any information in this regard is appreciated.
>
> Thank You
>
> Emad
>
>
>
> **************************************************
>
> Post message: hydrologymodel@...
>
> Subscribe: hydrologymodel-subscribe@...
>
> Unsubscribe: hydrologymodel-unsubscribe@...
>
> **************************************************
>
> Yahoo! Groups Links
>
> To visit your group on the web, go to:
> http://in.groups.yahoo.com/group/hydrologymodel/
>
> To unsubscribe from this group, send an email to:
> hydrologymodel-unsubscribe@...
>
> Your use of Yahoo! Groups is subject to:
> http://in.docs.yahoo.com/info/terms/
>
>
>
> **************************************************
>
> Post message: hydrologymodel@...
>
> Subscribe: hydrologymodel-subscribe@...
>
> Unsubscribe: hydrologymodel-unsubscribe@...
>
> **************************************************
>
>
>
>
> ----------------------------------------------------------------------
------
> --
> Yahoo! Groups Links
>
> a.. To visit your group on the web, go to:
> http://in.groups.yahoo.com/group/hydrologymodel/
>
> b.. To unsubscribe from this group, send an email to:
> hydrologymodel-unsubscribe@...
>
> c.. Your use of Yahoo! Groups is subject to the Yahoo! Terms of
> Service.
>
>
>
>
> [Non-text portions of this message have been removed]
>
>
>
> **************************************************
>
> Post message: hydrologymodel@...
>
> Subscribe: hydrologymodel-subscribe@...
>
> Unsubscribe: hydrologymodel-unsubscribe@...
>
> **************************************************
>
> Yahoo! Groups Links
>
> To visit your group on the web, go to:
> http://in.groups.yahoo.com/group/hydrologymodel/
>
> To unsubscribe from this group, send an email to:
> hydrologymodel-unsubscribe@...
>
> Your use of Yahoo! Groups is subject to:
> http://in.docs.yahoo.com/info/terms/
>
>
>
> **************************************************
>
> Post message: hydrologymodel@...
>
> Subscribe: hydrologymodel-subscribe@...
>
> Unsubscribe: hydrologymodel-unsubscribe@...
>
> **************************************************
>
> Yahoo! Groups Links
>
> To visit your group on the web, go to:
> http://in.groups.yahoo.com/group/hydrologymodel/
>
> To unsubscribe from this group, send an email to:
> hydrologymodel-unsubscribe@...
>
> Your use of Yahoo! Groups is subject to:
> http://in.docs.yahoo.com/info/terms/
>
>
Offline 
Send Email