Greetings!
You and your colleagues are cordially invited to attend an exciting
three-day continuing education workshop on aquifer testing methods and
data analysis techniques featuring AQTESOLV at the University of San
Diego in San Diego, California, USA on February 27 through March 1, 2007.
For this course, we are privileged to have Dr. Shlomo P. Neuman from
the University of Arizona join us as a special guest lecturer. He will
discuss his important contributions to the pumping test literature
including the Neuman-Witherspoon (1972) ratio method and the Neuman
(1972; 1974; 1975) method for unconfined aquifers with delayed gravity
response.
Dr. Jim Butler, the 2007 NGWA Darcy Lecturer, will be with us again to
present cutting-edge concepts for designing, conducting and analyzing
slug tests. In addition, Glenn M. Duffield, the developer of AQTESOLV,
will lead hands-on classroom sessions in the computerized analysis of
field data with the AQTESOLV software.
We offer the only courses that feature hands-on computerized data
analysis with AQTESOLV, the world's leading software for the analysis
of aquifer tests (http://www.aqtesolv.com/).
WORKSHOP TITLE:
Advanced Aquifer Testing Procedures Featuring AQTESOLV: New Concepts,
Field Methods and Data Analysis Procedures
WHERE:
Manchester Executive Center at the University of San Diego in San
Diego, California, USA
WHEN:
February 27 through March 1, 2007 (3 Days)
PRESENTED BY:
Midwest Geosciences Group
CONTINUING EDUCATION UNITS:
2.4 CEUs by University of San Diego
CEUs pre-approved for MA LSPs, CT LEPs, TX CAPMs, IA CGWPs, OK USTCs,
DE PGs
COURSE SYNOPSIS:
Conducting pumping tests and slug tests in complex hydrogeologic
settings such as heterogeneous or fractured media is a key element to
site characterization, water resources assessment and remediation
system design; however, poorly planned aquifer testing programs often
lead to suspect data or unanswered questions after the field work is
complete. Even when you are confident of the geologic conditions, you
may have difficulty designing effective tests, running field equipment
or selecting the best available model to analyze the test data. When
can you turn to improve your approach and skills for aquifer testing?
Midwest GeoSciences Group can help! We have designed a powerful
three-day course on aquifer testing design, field methods and data
analysis techniques featuring AQTESOLV. This course will provide you
with the knowledge to master pumping tests and slug tests from
beginning to end. Gain an advantage by learning up-to-date methods and
procedures for designing, conducting and analyzing aquifer tests.
For complete course details, please visit the Midwest GeoSciences web
site at http://www.midwestgeo.com/.
INSTRUCTORS:
Jim Butler, Ph.D., Kansas Geological Survey and author of "The Design,
Performance, and Analysis of Slug Tests"
Glenn M. Duffield, president of HydroSOLVE, Inc. and author of AQTESOLV
Shlomo P. Neuman, Ph.D., University of Arizona and author of numerous
important contributions to the analysis of pumping tests
As our special guest lecturer for this course, Dr. Neuman will bring
his unique perspective on state-of-the-art methods for the analysis of
pumping tests in unconfined and multiaquifer systems. He will discuss
his landmark contributions to the literature on the estimation of
aquitard properties using the Neuman-Witherspoon (1972) ratio method
and his recent ground-breaking work on the role of 3D
saturated/unsaturated flow in the analysis of unconfined aquifers.
REGISTRATION:
Register before February 6, 2007 to take advantage of the early
registration rate of US$980!
Register on-line at http://www.midwestgeo.com/upcomingcourse.htm
Registrants are encouraged to bring laptop computers to use during the
course. Computers may be rented prior to February 6, 2007 for an
additional fee of $300.
Those who attend the course will receive a special discount on the
purchase of AQTESOLV.
Registrations accepted on a first-come, first-served basis.
QUESTIONS/MORE INFORMATION:
Visit us at the Midwest GeoSciences Group web site
(http://www.midwestgeo.com) or contact Dan Kelleher (dan@...).
Kind regards,
Glenn M. Duffield
HydroSOLVE, Inc.
AQTESOLV: http://www.aqtesolv.com/
HydroSOLVE: http://www.hydrosolveinc.com/
Aquifer Test Forum: http://www.aquifertest.com/
AQTESOLV Users' Group: http://groups.yahoo.com/group/AQTESOLV/
Bookstore: http://www.aquifertest.com/forum/bookstore.htm
Sir,
I wish to establish a realtionship betwwen crop yield and water
balance parameter like rainfall, rainy day, rainy season duration, dry
spell in weeks, drought free period ( AET/PET), wrsi, water surplus,
deficit, moisture index etc.
i had worked out the simple correlation but a multiple regression
equation is to be developed. therfore , kindly suggest me that which
factors i can combined and how a curvilinear relationship ca be
developed. i had SPSS12 also.
with regards and again a very happy Deepawali.
anil kothari
The lack of data may render any estimate to nothing better than a guess.
That said, perhaps Parrault's method would serve your needs.
Pierre Parrault (1608-1680) estimated that 1/6 of the rainfall appeared as
stream flow. The method by which Parrault calculated the runoff was simple
and generally correct theoretically. Parrault first estimated the rainfall
in the Seine River watershed above Paris on an annualized basis. He then
estimated the river flow volume for the same period. By dividing rainfall
by stream flow, Parrault concluded that 1/6 of the rainfall equaled the
stream flow volume.
Steven R. Potter
Blackland Research Center--TAES
Temple, TX
254-774-6111
spotter@...
-----Original Message-----
From: hydrologymodel@...
[mailto:hydrologymodel@...]
Sent: Wednesday, November 08, 2006 5:49 AM
To: hydrologymodel@...
Subject: [hydrologymodel] Digest Number 260
Date: Wed Nov 8, 2006 11:05 am
From: "Nandakumar" pnkm62@...
Subject: Runoff estimation in ungauged catchment
Hi
I am currently crrying out water management studies in a hard rock
watershed (1000 sq.km) in Tamil Nadu and needs to compute the non-
committed surplus runoff available for my studies. As there are no
gauging stations, I have to use empirical methods for runoff
computation. I've computed the monsoon rainfall for the raingauge
stations using Theissen Polygon method and was planning to use
Strang's tables for runoff estimation. However, one of my polygons
have normal rainfall > 1000 mm. (hilly area, mostly) and I find that
Strang's Tables are available only upt 600 mm rainfall. Can anybody
tell me whether it is proper to extrapolate the curves graphically
using the available data ? If not, what other methods could I use?
Curve Number method is out of question as I don't have enough data
for that!
Recently I came across a software namely 'WADI' by ENEX Corporation,
which has a subroutine for runoff estimation. However, I am not able
to find any information or user manual of the program ( for the
theoritical background of the equations used etc.)anywhere. Any
suggestions.
Thanking you in advance
regards
Nandakumar
Hi
I am currently crrying out water management studies in a hard rock
watershed (1000 sq.km) in Tamil Nadu and needs to compute the non-
committed surplus runoff available for my studies. As there are no
gauging stations, I have to use empirical methods for runoff
computation. I've computed the monsoon rainfall for the raingauge
stations using Theissen Polygon method and was planning to use
Strang's tables for runoff estimation. However, one of my polygons
have normal rainfall > 1000 mm. (hilly area, mostly) and I find that
Strang's Tables are available only upt 600 mm rainfall. Can anybody
tell me whether it is proper to extrapolate the curves graphically
using the available data ? If not, what other methods could I use?
Curve Number method is out of question as I don't have enough data
for that!
Recently I came across a software namely 'WADI' by ENEX Corporation,
which has a subroutine for runoff estimation. However, I am not able
to find any information or user manual of the program ( for the
theoritical background of the equations used etc.)anywhere. Any
suggestions.
Thanking you in advance
regards
Nandakumar
Respected Sir,
I am pleased to introduce myself as a National Doctoral Fellow in the
department of Civil Engineering, Water Resources Division of IIT
Kharagpur, India and am going to submit my PhD Thesis soon.
I have completed Mater of Engineering With Specialisation in Water
Resources Engineering along with a bachelor degree in Law from India
and also have ten years of teaching experience.
I have been deeply involved in various rural development programmes
particularly for planning, design and estimation of low cost housing,
water harvesting structures and other civil engineering works since
1989 and also worked as Facilitator-cum-Project Evaluator of Council
for Advancement of Peoples Action and Rural Technology (CAPART),
Ministry of Rural Development, Govt. of India for a period of three
years.
I am very much interested to work in the field of Water Law in
general and Resolve mechanism for International/State water disputes
in particular.
Kindly mail me the name of Institutions/Persons working in this area.
With Regards,
Sincerely,
Kapileswar Mishra
Mobile No 919732591143
Dear all,
Please advise, are there any viable solutions to tackle the huge litter/dead
leaves problem that flow from open channel to reservoir? Any good design of
float boom? Thank you very much!
Regards,
Yap
Dear Colleagues,
Can any one of you give me some inputs regarding urban water treatment/water
managment activitis. To be specific, I am looking for some methodologis and
treatment plans. The sites are like lakes, and tanks and they are polluted by
industrial wastes and/or urban waste. Those who have expertise in these field
are requested to co-operate. Our worksites are in Karnataka and Andhra Pradesh.
May I expect some encoraging replies........
Thanks in advance......
Regards
Rakesh.K.N.
Rakesh.K.N.
Assistant Field Hydrologist,
Asoka Trust for Research in Ecology and Enviornment,
Bangalore-24
India
Ph:+91-9448904921, +91-80-23530069
rakesh@...
Sir,
wish every one of you a very happy deepawali and prosperous new year,
i wish to establish a realtionship betwwen crop yield and rainfall, rainy day,
rainy season duration, dry spell in weeks, drought free period ( AET/PET), wrsi,
water surplus, deficit, moisture index etc.
i had worked out the simple correlation but a multiple regression equation is
to be developed. therfore , kindly suggest me that which factors i can combined
and how a curvilinear relationship ca be developed. i had SPSS12 also.
with regards and again a very happy Deepawali.
anil kothari
Hello everybody,
I am making a simulation in Visual
Modflow with seawat package. In my model, there is a
constant top boundary in a box and convection occurs
due to concentration gradient from top to bottom. The
question is that why 2 convective plumes (like in the
ELDER problem) form near the walls of the box instead
of 1 convective plume in the middle of the box? Thank
you. Regards,
Emre Özgür
Dear Professor D. Prinz
Hello
I advise you to contact with or write to Dr. Ahang Kowsar, an Iranian
Scientist, who has worked in water harvesting system a lot. You can find him
through Internet easily. I am not presently in Iran, otherwise I could provide
you more information.
Best Wishes
Dr. S.H.R. Sadeghi
Ph.D., Soil & Water Conservation Engineering,
Head and Asst. Professor, Department of Watershed Management Engineering,
College of Natural Resources, Tarbiat Modares University,
Noor 46417, Mazandaran, Iran
Tel. +98 122 6253101-3, Fax +98 122 6253499
Alternate E-mail: sadeghi@..., shrsadeghi@...
"Prof. Dr. Dieter Prinz" <Prinz@...> wrote:
Dear colleagues,
I am interested in expanding my knowledge on the application of
hydrological models in water harvesting with special reference to tropical and
subtropical agriculture.
Who has got any experience in this field? Which model(s) worked under what
framework conditions? Are case studies available in internet? I would be very
grateful for any hint in this respect!
Yours sincerely,
Dieter Prinz.
Prof. Dr. sc. agr. Dieter Prinz
Leiter Abt. Kulturtechnik / Head, Section of Rural Engineering
Institut für Wasser u. Gewässerentwicklung
Institute of Water and River Basin Management
Universität Karlsruhe (TH)
D - 76128 Karlsruhe
Tel./Phone: +49-(0)721-608-4100; Fax:+49-(0)721-608-6165
Besuchsadresse (Visitor's Address): Ernst-Gaber-Str. 4, 76131 Karlsruhe
e-mail : prinz@... (old, but still valid), <prinz@...> (new!)
Internet: http://www.uni-karlsruhe.de/~iwghttp://www.uni-karlsruhe.de/~reseng
Dear colleagues,
I am interested in expanding my knowledge on the application of
hydrological models in water harvesting with special reference to tropical
and subtropical agriculture.
Who has got any experience in this field? Which model(s) worked under
what framework conditions? Are case studies available in internet?
I would be very grateful for any hint in this respect!
Yours sincerely,
Dieter Prinz.
Prof. Dr. sc. agr. Dieter Prinz
Leiter Abt. Kulturtechnik / Head, Section of Rural Engineering
Institut für Wasser u. Gewässerentwicklung
Institute of Water and River Basin Management
Universität Karlsruhe (TH)
D - 76128 Karlsruhe
Tel./Phone: +49-(0)721-608-4100; Fax:+49-(0)721-608-6165
Besuchsadresse (Visitor's Address): Ernst-Gaber-Str. 4, 76131 Karlsruhe
e-mail : prinz@... (old, but still valid), <prinz@...> (new!)
Internet: http://www.uni-karlsruhe.de/~iwghttp://www.uni-karlsruhe.de/~reseng
Dear Friend
Atleast you need Evaporation data along with Monthly Discharge data for the
rough estimation of the Discharge. However using more precise tools like SMAR
(Soil Moister Acounting and Routing Model) You need daily Rainfall, Daily
evaporation and atleast one year's discjharge data to calibrate the model. The
physiographic parameters for better assessment of run off along with Rainfall &
evaporation data are Catchment area, its hypsometric curve, Snow cover area if
any , permanent snowline elevation, Maximum and Minimum temperature of at least
two stations.
Regards,
S D Shukla
Engineer (Civil)
NHPC Ltd., Faridabad
Mob. 9818206570
Dear friends,
As i wish to do runoff modelling for a ungauged stream basin with water table
levels, precipitation data monthly, geology(granitic gneisses), fractures data,
geomorphology, slope and landuse, May I get a suggestion, which software is best
to do the runoff modelling and what other data require for the same modelling ?
::.. Dr. Sri Nivasa Rao Y..::
Department of Geology
College of Biological&Earth Sciences
Sri Venkateswara University
TIRUPATI - 517502 INDIA
Tel:+91 9849082084
Dear Friend,
Try to use CLASS Model (Catchment Scale Multiple Landuse Atmosphere Soil Water
and Solute Transport Model). go to www.toolkit.net.au site u may have the
details.
S D Shukla
Engineer (Civil)
NHPC Ltd., Faridabad
Mob. 9818206570
--- alexander_heimrich
<alexander_heimrich@...> wrote:
> Hi,
>
> I am looking for information about GIS hydrology
> modeling.
> Beeing more specific, i need some information about
> the relation
> between increasing the number of subcatchments in
> the watershed
> representation and the overall response of the
> basin.
> I would guess that this would cause the model to
> increase estimates of
> runoff volume and peak flow. But if anyone's got any
> information about
> my query please answer back.
>
> Thanks,
>
> Regards,
>
> A. Heimrich
Dear Colleagues,
I received lot of inputs and suggestion to my query. I express my gratitude to
every one who given inputs. I will go through each of them, in detail. I hope
for continued support if I face any more difficulties.
Thanks once again.
Regards
Rakesh
Rakesh.K.N.
Assistant Field Hydrologist,
Asoka Trust for Research in Ecology and Enviornment,
Bangalore-24
India
Ph:+91-9448904921, +91-80-23530069
rakesh@...
Check this paper (it is on line):
A REVIEW OF TECHNIQUES FOR ANALYSING BASEFLOW
FROM STREAM HYDROGRAPHS
Brodie *RS1,2 and *Hostetler *S1
1 Bureau of Rural Sciences
2 Centre for Resource and Environmental Studies, Australian National
University
*Best regards,*
*Baldemar*
<http://www.connectedwater.gov.au/documents/IAH05_Baseflow.pdf#search=%22%22How%\
20to%20Construct%20Recursive%20Digital%20Filters%20for%20Baseflow%20Separation%2\
2%22>
On 9/26/06, Sangam Shrestha <shrestha_sangam@...> wrote:
>
> Dear Rakesh,
>
> Please find the attached paper (attachments are not allowed in this group
> - Moderator). Alternatively you can download it from
>
> http://www3.interscience.wiley.com/cgi-bin/abstract/109855355/ABSTRACT
>
> With best regards,
> Sangam
>
> Rakesh KN <rakeshedappal@...> wrote:
> Dear Mr. Sangam Shrestha,
>
> Thanks a lot for your inputs.
>
> When searching for some reference in this topic, I also got the reference
> paper suggested by you. From the abastract, i learned that it will be a
> useful paper. But there was no way to get the full paper. Do you have the
> soft or hard copy of the said paper, if so can you please forward that to me
> ??
>
> I request the other colleagues also to share this paper, if any one
> possess it.
>
> Regards
> Rakesh.K.N.
>
> Sangam Shrestha <shrestha_sangam@...> wrote:
> Dear Rakesh,
>
> The following paper might be useful for you:
>
> Eckhardt, K., 2004. How to Construct Recursive Digital Filters for
> Baseflow Separation. Accepted for Hydrological Processes.
>
> With best regards,
> Sangam
>
> Sangam Shrestha
> c/o Dr. Futaba Kazama
> Department of Ecosocial System Engineering
> Interdisciplinary Graduate School of Medicine and Engineering
> University of Yamanashi
> 4-3-11, Takeda, Kofu, Yamanashi, 400-8511
> Japan
> http://www.coe.yamanashi.ac.jp/coe/research/student/Sangam.html
>
>
> Rakesh KN <rakeshedappal@...> wrote:
>
> Dear colleagues,
>
> Can anyone suggest a simple and fast model/technique/software for base
> flow separation from a natural streams
>
> thanks in advance
>
> Rakesh
>
>
> Rakesh.K.N.
> Assistant Field Hydrologist,
> Asoka Trust for Research in Ecology and Enviornment,
> Bangalore-24
> India
>
> Ph:+91-9448904921, +91-80-23530069
> rakesh@...
TRAINING COURSE ON WATERSHED HYDROLOGY AND MANAGEMENT
(DECEMBER 11 - 15, 2006)
To be organized by National Institute of Hydrology, Jal Vigyan Bhawan, Roorkee -
247 667, Uttaranchal, India
Introduction
Land is the major non-renewable and inelastic natural resource. Due to the
ever-increasing population, there is a lot of pressure on the land from the
agricultural, industrial and housing sectors. On the other hand, the land is
subjected to soil erosion and land degradation problem due to flood, wind and
faulty cultivation practices resulting in loss of topsoil. This leads to poor
yields, uneconomic returns, reservoir sedimentation and reduction in storage
capacity, reduction in ayacut area, shutdown of hydel power stations, ecological
imbalance, environmental pollution, droughts and floods. This demands prudent
management of natural resources specially conservation, management and
development of soil, water, attached plants and animals in a complex and dynamic
combination of factors like geology, hydrology, topography, soil, micro climate
and community of plants and animals which continuously interact under the
influence of climate. Ever since Independence, India's planners and policy
makers have shown concern for efficient use of land, water and other natural
resources for accelerated and sustainable development. However, notwithstanding
these concerns, the problems of land degradation and ground water depletion have
assumed serious proportions in many areas, which threaten not only the
sustainability of agriculture, but also the overall livelihood system of the
people. Various approaches have been advocated and experimented to halt the
process of degradation of these resources. Watershed approach, of late has been
considered appropriate to reduce the face of degradation and accelerate the
process of development and conservation of land, water and vegetations in an
integrated manner.
A watershed is an area from which all water drains to a common point, making it
an attractive hydrologic unit for technical efforts to manage water and soil
resources for production and conservation. Watershed management is defined as a
rational utilization of land and water resources for optimum and sustained
production with minimum hazards to natural resources. It essentially relates to
soil and water conservation which means proper land use, protecting lands
against all kinds of deterioration, building and maintaining soil fertility,
conserving water for farm use, proper management of water drainage, flood
protection, sediment reduction and increasing productivity. Planning for
watershed development and management requires a comprehensive approach and a
thorough knowledge of physical, social and economic ingredients of watershed
entity. Physical ingredients of a watershed include rainfall, topography,
texture and structure of soil, size, shape and cover of watershed, which are
responsible for generating runoff and sediment.
A large number of watershed management projects are being implemented by various
departments and agencies of central and state governments, universities, R & D
institutions, and the non-government organizations (NGOs) under various
Centrally Sponsored Schemes, Externally Aided Schemes, State Sponsored Schemes
and the schemes funded by other agencies. Keeping this in view, the National
Institute of Hydrology is organizing a five-day training workshop on 'Watershed
Hydrology and Management'. The training workshop is intended to focus on major
aspects associated with watershed hydrology and management e.g. hydrological
processes, surface and sub-surface hydrological aspects, remote sensing and GIS
applications in watershed planning, hydrological modeling and evolving suitable
soil & water conservation and management practices. The course will be useful
for watershed planners, managers and field engineers in evolving the watershed
management plans for judicious use of natural resources.
Course Contents
Broadly, following topics shall be covered in the training course:
* Watershed unit and watershed processes
* Watershed instrumentation and measurements
* Watershed soils
* Geo-hydrology of watersheds
* Application of remote sensing and GIS tools
* Estimation of runoff and soil loss from small watersheds
* Modeling runoff and sediment yield in a watershed
* Hydrological and erosion processes in a watershed
* Engineering measures for erosion control
* Agronomic measures in soil and water conservation
* Water conservation and harvesting
* Drought management in watersheds
* Experimental, bench mark and representative watersheds
* Forested watersheds
* Participatory approach in watershed management
* Watershed management plans
* Monitoring and evaluation of watershed management projects
The Course will consist of lectures by scientists of the Institute and invited
faculty. A number of tutorials and computer sessions on computation of runoff
and soil erosion, design of erosion control structures etc. will be held during
the workshop. A field trip will also be organized to a nearby watershed project
around Roorkee.
Participants
The course is intended for middle and senior level officers and field engineers
of Project Implementing Departments/ Agencies in the State Governments,
technical institutions, NGOs and other related departments. The number of
trainees is limited to 25 only. The registration shall be done on the first come
first served basis.
Venue
The venue of the course shall be National Institute of Hydrology, Roorkee- 247
667, Uttaranchal, India.
Registration
The registration fee per participant shall be Rs. 7,000/-, which includes the
boarding and lodging arrangements on twin sharing basis in NIH guesthouse and
the course material. However, the participants will have to arrange for TA/DA
from their own organization.
The intending participants are requested to register themselves by filling and
mailing the attached registration form, latest by 20th October, 2006 along with
a demand draft in favour of the Finance Officer, NIH, Roorkee, payable at
Roorkee.
About Roorkee
Roorkee is a medium size town of Uttaranchal state and is the nerve of water
resource engineering education and research in India. The town is located 180 km
North-East of Delhi on Delhi-Hardwar and Delhi-Dehradun highway and may be
called the gateway of Uttaranchal. It is well connected by rail and road to many
important cities. Places of religious/ tourist interest like Hardwar, Rishikesh,
Tehri, Mussoorie, etc. are located nearby. During the month of December, weather
in Roorkee will be cold (minimum temperature about 4°C - 6°C). The participants
are advised to bring adequate woolen clothing with them.
National Institute of Hydrology (NIH)
NIH is a premier research Institute of India in the field of hydrology. It is an
autonomous society under the Ministry of Water Resources, Govt. of India. The
main objectives for which NIH has been established are: To undertake, aid,
promote and coordinate systematic and scientific work in all aspects of
hydrology; to cooperate and collaborate with other national, foreign and
international organizations in the field of hydrology, to establish and maintain
a research and reference library and equip the same with books, journal, and
other relevant publications.
The Institute with its six regional centres located at Belgaum, Guwahati, Jammu,
Patna, Kakinada and Sagar is well equipped to carry out computer, laboratory &
field oriented studies. The Institute at present has a team of 80 well-qualified
& trained scientists with excellent academic background. For details about NIH,
please visit www.nih.ernet.in.
All correspondence related to the course may be addressed to:
Shri J. V. Tyagi
Scientist E1 & Course Organizer
Agricultural Hydrology Division
National Institute of Hydrology
Roorkee - 247 667 (U.A.)
Phone: 01332- 272906-09 Extn. 232
Fax: 01332-272123
Email: tyagi@...
or
Dr. S.V.N. Rao
Scientist F & Course Coordinator
Agricultural Hydrology Division
National Institute of Hydrology
Roorkee - 247 667 (U.A.)
Phone: 01332- 276416
Fax: 01332-272123
Email: svnrao@...
Registration Form
NATIONAL INSTITUTE OF HYDROLOGY, ROORKEE
Training Course On Watershed Hydrology and Management
(December 11 - 15, 2006)
Name & Designation......................
Address:....................................
Tel. No./Fax:.............
Email:......... .............................
Qualifications:................................
Field of Specialisation:...............................
Experience:.................................................
Sponsoring Authority with complete address:..............
Demand Draft No.: ...... Dated:........ for Rs........is attached.
(Signature of
Candidate)
SPONSORSHIP CERTIFICATE
Certified that Mr./Ms./Dr............................. has been officially
deputed for the above-mentioned training course to be conducted by NIH Roorkee.
Signature of Sponsoring Authority with Office Seal and Date
Dear Rakesh,
Please find the attached paper (attachments are not allowed in this group -
Moderator). Alternatively you can download it from
http://www3.interscience.wiley.com/cgi-bin/abstract/109855355/ABSTRACT
With best regards,
Sangam
Rakesh KN <rakeshedappal@...> wrote:
Dear Mr. Sangam Shrestha,
Thanks a lot for your inputs.
When searching for some reference in this topic, I also got the reference
paper suggested by you. From the abastract, i learned that it will be a useful
paper. But there was no way to get the full paper. Do you have the soft or hard
copy of the said paper, if so can you please forward that to me ??
I request the other colleagues also to share this paper, if any one possess
it.
Regards
Rakesh.K.N.
Sangam Shrestha <shrestha_sangam@...> wrote:
Dear Rakesh,
The following paper might be useful for you:
Eckhardt, K., 2004. How to Construct Recursive Digital Filters for Baseflow
Separation. Accepted for Hydrological Processes.
With best regards,
Sangam
Sangam Shrestha
c/o Dr. Futaba Kazama
Department of Ecosocial System Engineering
Interdisciplinary Graduate School of Medicine and Engineering
University of Yamanashi
4-3-11, Takeda, Kofu, Yamanashi, 400-8511
Japan
http://www.coe.yamanashi.ac.jp/coe/research/student/Sangam.html
Rakesh KN <rakeshedappal@...> wrote:
Dear colleagues,
Can anyone suggest a simple and fast model/technique/software for base flow
separation from a natural streams
thanks in advance
Rakesh
Rakesh.K.N.
Assistant Field Hydrologist,
Asoka Trust for Research in Ecology and Enviornment,
Bangalore-24
India
Ph:+91-9448904921, +91-80-23530069
rakesh@...
Dear Mr. Sangam Shrestha,
Thanks a lot for your inputs.
When searching for some reference in this topic, I also got the reference
paper suggested by you. From the abastract, i learned that it will be a useful
paper. But there was no way to get the full paper. Do you have the soft or hard
copy of the said paper, if so can you please forward that to me ??
I request the other colleagues also to share this paper, if any one possess
it.
Regards
Rakesh.K.N.
Sangam Shrestha <shrestha_sangam@...> wrote:
Dear Rakesh,
The following paper might be useful for you:
Eckhardt, K., 2004. How to Construct Recursive Digital Filters for Baseflow
Separation. Accepted for Hydrological Processes.
With best regards,
Sangam
Sangam Shrestha
c/o Dr. Futaba Kazama
Department of Ecosocial System Engineering
Interdisciplinary Graduate School of Medicine and Engineering
University of Yamanashi
4-3-11, Takeda, Kofu, Yamanashi, 400-8511
Japan
http://www.coe.yamanashi.ac.jp/coe/research/student/Sangam.html
Rakesh KN <rakeshedappal@...> wrote:
Dear colleagues,
Can anyone suggest a simple and fast model/technique/software for base flow
separation from a natural streams
thanks in advance
Rakesh
Rakesh.K.N.
Assistant Field Hydrologist,
Asoka Trust for Research in Ecology and Enviornment,
Bangalore-24
India
Ph:+91-9448904921, +91-80-23530069
rakesh@...
The easiest method would be the constant discharge method baseflow
Separation. Although it's an easy method to apply one could argue that
the baseflow will continue to decrease beyond the start of the flood
runnoff, to the time when the flood runoff is maximum. So it's easy to
argue with the conceptual basis of the method.
A BFI sofware :
http://www.usbr.gov/pmts/hydraulics_lab/twahl/bfi/
www.ce.utexas.edu/prof/maidment/gradhydro2005/baseflow/BaseFlow.doc
Hope it can helps,
Regards
> Dear colleagues,
>
> Can anyone suggest a simple and fast model/technique/software for
base flow separation from a natural streams
>
> thanks in advance
>
> Rakesh
>
>
> Rakesh.K.N.
> Assistant Field Hydrologist,
> Asoka Trust for Research in Ecology and Enviornment,
> Bangalore-24
> India
>
> Ph:+91-9448904921, +91-80-23530069
> rakesh@a...
Hello Rakesh:
You may consider the base flow separation capabilities encapsulated in the
sw TSPROC, in the public domain, for which an instance is located at:
http://chl.erdc.usace.army.mil/PEST
Best Wishes, Brian Skahill
> [Original Message]
> From: Rakesh KN <rakeshedappal@...>
> To: hydroforum <hydforum@yahoogroups.com>; hydrology model
<hydrologymodel@...>
> Date: 9/24/2006 1:37:41 AM
> Subject: [hydrologymodel] base flow seperation
>
> Dear colleagues,
>
> Can anyone suggest a simple and fast model/technique/software for base
flow separation from a natural streams
>
> thanks in advance
>
> Rakesh
>
>
> Rakesh.K.N.
> Assistant Field Hydrologist,
> Asoka Trust for Research in Ecology and Enviornment,
> Bangalore-24
> India
>
> Ph:+91-9448904921, +91-80-23530069
> rakesh@...
Dear Rakesh,
The following paper might be useful for you:
Eckhardt, K., 2004. How to Construct Recursive Digital Filters for Baseflow
Separation. Accepted for Hydrological Processes.
With best regards,
Sangam
Sangam Shrestha
c/o Dr. Futaba Kazama
Department of Ecosocial System Engineering
Interdisciplinary Graduate School of Medicine and Engineering
University of Yamanashi
4-3-11, Takeda, Kofu, Yamanashi, 400-8511
Japan
http://www.coe.yamanashi.ac.jp/coe/research/student/Sangam.html
Rakesh KN <rakeshedappal@...> wrote:
Dear colleagues,
Can anyone suggest a simple and fast model/technique/software for base flow
separation from a natural streams
thanks in advance
Rakesh
Rakesh.K.N.
Assistant Field Hydrologist,
Asoka Trust for Research in Ecology and Enviornment,
Bangalore-24
India
Ph:+91-9448904921, +91-80-23530069
rakesh@...
Dear Mr. Rakesh
Please try this base flow separation model
http://www.brc.tamus.edu/swat/soft_baseflow.html
thanks,
Bagya
If there are no stupid questions, then what kind of questions
do stupid people ask? Do they get smart just in time to ask questions?
- - - Scott Adams
Dear Rakesh
Hello
You can use Excell and draw a straight line or inclined line with the slope
starts from the initial point of rising limb and finishes at the end of falling
limb(beginning of recession part). The slope can be determined using dividing
the difference of two consecutive aforesaid discharges into the No. of time
steps.
Best Wishes
Dr. S.H.R. Sadeghi
Ph.D., Soil & Water Conservation Engineering,
Head and Asst. Professor, Department of Watershed Management Engineering,
College of Natural Resources, Tarbiat Modares University,
Noor 46417, Mazandaran, Iran
Tel. +98 122 6253101-3, Fax +98 122 6253499
Alternate E-mail: sadeghi@..., shrsadeghi@...
Rakesh KN <rakeshedappal@...> wrote:
Dear colleagues,
Can anyone suggest a simple and fast model/technique/software for base flow
separation from a natural streams
thanks in advance
Rakesh
Rakesh.K.N.
Assistant Field Hydrologist,
Asoka Trust for Research in Ecology and Enviornment,
Bangalore-24
India
Ph:+91-9448904921, +91-80-23530069
rakesh@...
Dear colleagues,
Can anyone suggest a simple and fast model/technique/software for base flow
separation from a natural streams
thanks in advance
Rakesh
Rakesh.K.N.
Assistant Field Hydrologist,
Asoka Trust for Research in Ecology and Enviornment,
Bangalore-24
India
Ph:+91-9448904921, +91-80-23530069
rakesh@...
---------------------------------
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Get on board. You're invited to try the new Yahoo! Mail.
[Non-text portions of this message have been removed]
Hi,
I am looking for information about GIS hydrology modeling.
Beeing more specific, i need some information about the relation
between increasing the number of subcatchments in the watershed
representation and the overall response of the basin.
I would guess that this would cause the model to increase estimates of
runoff volume and peak flow. But if anyone's got any information about
my query please answer back.
Thanks,
Regards,
A. Heimrich
Dear Mr.Kothari,
If you can detail your requirements bit more, we may be able to discuss about
the instrumetns. I dont have exhaustive information, but operating many of these
instruements
Rakesh
Rakesh.K.N.
Assistant Field Hydrologist,
Asoka Trust for Research in Ecology and Enviornment,
Bangalore-24
India
Ph:+91-9448904921, +91-80-23530069
rakesh@...
kothari anil <kothari_anil23@...> wrote:
Dear sir,
I am working as a Soil water engineer and wosh to procure hydrological
instruments for gauging the watersheds like Automatic rainfall-runoff-soil loss
recorder, automatic rain gauge, runoff- soil loss recorder for samll parcell of
lands (10-50 ha), Total survey station, laser beam leveller, automatic
raingauge,soil moisture monotoring by dielectric or recent advances, plant
stress measurement etc
please send me details
kindly provide me the information regarding function, reliability, price of
the above and similar equipments
anil kothari
Dear sir,
I am working as a Soil water engineer and wosh to procure hydrological
instruments for gauging the watersheds like Automatic rainfall-runoff-soil loss
recorder, automatic rain gauge, runoff- soil loss recorder for samll parcell of
lands (10-50 ha), Total survey station, laser beam leveller, automatic
raingauge,soil moisture monotoring by dielectric or recent advances, plant
stress measurement etc
please send me details
kindly provide me the information regarding function, reliability, price of
the above and similar equipments
anil kothari
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It gives daily weather observations of 08 30 hours IST at some 60 important
stations in India every morning.
Vijayakumar
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