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WISWAM WALMI Information Service on Water management

Volume 22 Issue No. 03 July –Sept.2012

Contents

Select Article 02

Recent Periodical Literature 22

New Arrivals 31

Calendar of Events 32

Addresses of other WALMI’s 33

Media Clippings 35

Recent Periodical Literature

Agriculture

004775

Author : Ade, Prashant

Title : Shrisuktatil sheti vyavasthapan (Marathi)

Source : Maharashtra sinchan vikas

Vol/Iss/Mth : 26(4),Jul-Sep Year : 2012 Pages : 49-50

Keywords : Farm Management,Shrisukt,

004790

Author : Sampathkumar, T.and others

Title : Yield and water relations of cotton-Maize cropping sequence

under deficit irrigation using drip system

Source : Irrigation and drainage

Vol/Iss/Mth : 61(2),Apr Year : 2012 Pages : 208-219

Keywords : Deficit irrigation, Drip irrigation, Water stress, Crop

performance, Water use efficiency,

Abstract : Field experiments were conducted at the Agricultural college

and research Institute, Coimbatore,during 2007-2009 to study the effect

of deficit irrigation practices through a drip irrigation system on

crop productivity, and the water use efficiency of Cotton-maize

cropping sequence. Experimental treatments comprised of six irrigation

levels through a drip system, with surface irrigation as one of the

treatments for comparison’s significant second degree polynomial

relationship between crop yields and water use was found for both the

crops.

004796

Author : Savant, Gajanan K.

Title : Sheti,shetkarnyashi nate japanara shastradnya,Bhavu Dr.Narayan

Savant (marathi)

Source : Baliraja

Vol/Iss/Mth : 43(5),May Year : 2012 Pages : 37-39

Keywords : Agriculture scientist,

004797

Author : Bhosle, P.B.

Title : Sheti ani shetkaryanchi pragati kashi hoil (Marathi)

Source : Baliraja


Keywords : Farming,Agricultural training,Crop insurance,

004798

Author : Deshkar, Datta

Title : Shet tale-Shasvat sheti karita (Marathi)

Source : Baliraja


Keywords : Farm ponds,Sustainable Agriculture,

004799

Author : Hasure, B.S.

Title : Ekatmik pik Vyavasthapan (Marathi)

Source : Sheti pragati

Vol/Iss/Mth : 8(8),Aug Year : 2012 Pages : 65

Keywords : Integrated crop management,

004800

Title : Yashogatha (marathi)

Source : Sheti pragati

Vol/Iss/Mth : 8(8),Aug Year : 2012 Pages : 70-79

Keywords : Farmer's Success stories ,

Geology Earth sciences

004776

Author : Deshmukh, Dilip

Title : Vasundhara rakshanasathi Sankalp karu ya (Marathi)



Keywords : Earth protection, Development

project,Environment,Reuse,Recycle,

Hydraulic Engineering

004779

Author : Munir, S.and others

Title : Evaluation of hydraulic performance of Downstream-controlled

Maira-PHLC irrigation canals under crop based irrigation operations.


Vol/Iss/Mth : 61(1),Feb Year : 2012 Pages : 20-30

Keywords : Downstream control, Irrigation Performance, Crop based

irrigation operations(CBIO),Canal operations,

Abstract : Demand based irrigation systems are operated according to

crop water requirements. As crop water requirements remain variable

throughout the growing season, the discharges in the canal also vary to

meet demands. the irrigation system under study is a demand based semi

automatic irrigation system, where flows in the main canal are

automatically controlled and secondary canals manually operated. The

main canal head works have been equipped with the SCADA system with

proportional integral (PI) discharge controllers and the canal itself

has been provided with self regulating AVIS/AVIO Downstream control

gates for flow regulation in the canal. The secondary canals have

manually operated sliding gates, which are opened or closed as per crop

water requirements of the command area following a crop based

irrigations operation (CBIO) schedule under which they remain closed

for one week after one or several weeks open, depending upon water

needs. The flow in the main canal is then automatically adjusted

according to the number of open or closed secondary offtakes.These

operations result in fluctuating flows in the main canal and if not

properly planned can cause serious implications for canal safety and

its hydrodynamic performance. In this paper various options have been

tested using hydrodynamic modeling and we found some optimal values of

PI coefficients and defined some rules for secondary canal operations

to enhance the operational performance and sustainability of

Downstream- controlled irrigation canals.

004789

Author : Shahverdi, K;Monem, M.J.

Title : Construction and Evaluation of the Bival Automatic Control

System for Irrigation canals in a Laboratory Flume

Source : Irrigation and Drainage

Vol/Iss/Mth : 61(2), Apr Year : 2012 Pages : 201-207

Keywords : Automation,Bival,Irrigation Canals,Control System,

Abstract : In this research, the Bival downstream is constructed and

tested. Experiments of the automatic control system were performed in a

rectangular laboratory flume with dimension of 0.3 x0.45x10m.The

hardware of the system includes depth and Gate opening

sensors,motors,slide gates,electronic boards and a computer. The

system's software is the Bival automatic Control System, which was

developed and connected with equipment using LABVIEW software. To study

the performance of the developed system, different scenarios of gradual

and sudden down stream flow variations were tested.Maximum absolute

error (MAE),Integral of absolute magnitude of error (IAE)system

response time (SRT)and percentage of volume variation (PVV)indicators,

in addition to depth variations in time, were used to assess system

performance. The results showed that the performance of the developed

Bival Automatic Control system is appropriate, and it could be

introduced to be applied in irrigation canals.

004793

Author : Bijankhan, M.;Kouchakzadeh, S.

Title : Baffle modules: improved design based on the variable hydraulic

sensitivity concept


Vol/Iss/Mth : 61(2),Apr Year : 2012 Pages : 260-269

Keywords : Hydraulic sensitivity, Baffle sluice gate, Discharge

measurement structures, Volumetric water delivery,

Abstract : This paper highlights the invalidity of the assumption, and

based on a variable equivalent sensitivity index, two design schemes

for three- and Two- baffle modules were proposed. In the first scheme,

the criteria of previous design methods were adopted but variable

relative hydraulic sensitivity is applied. The results indicated that

such a scheme would facilated the structure design procedure; however,

it does not resolve the theoretical drawback of other design methods,

which deliver a smaller amount of water than the design

discharge.Consequently,the second design scheme was proposed to

overcome the problem. Comparing the results of the best available

design method with that of the proposed second scheme indicated

significant improvement in the performance of the three Baffle

module,i.e. it decreased the discharge deviation range and

theoretically provided both negative and positive deviation in the

discharge delivery.

Irrigation

004795

Author : Jade, B.G.

Title : Thibak sinchan anek pikasathi (Marathi)

Source : Baliraja


Keywords : Drip irrigation,

004771

Author : Gonzalez-Cebollada, Cesar;Macarulla, Bibiana

Title : Comparative analysis of design methods of pressurized

Irrigation networks.


Vol/Iss/Mth : 61(1), Feb Year : 2012 Pages : 1-9

Keywords : Irrigation Systems, Pressurized

Irrigation,Optimization,Network Design,

Abstract : This paper offers a comparison between main methods of

designing a pressurized irrigation network. The methods are applied to

two networks: a small example network and a real irrigation network.

After presenting and defining the design problem, the theoretical

foundations of the main existing design methods are reviewed. The

example and Fonz networks are then presented with detailed information

in figures and tables. The design methods were applied to both networks

and results are shown with bar graphs. Final costs were very different

depending on the method used. Methods without economic considerations

in their formulations were more expensive than advanced methods with

internal economic targets. In this comparison, the Language multipliers

method and recursive design method were less expensive solutions in

both networks.

004772

Author : Katke, P.M.;Bhargodeo, S.P.;Chivate, B.A.

Title : Patbandhare prakalpachya sinchanasathi vaparlelya panyacha

punarvapar - Ek Prabhavi Shastra (marathi)


Vol/Iss/Mth : 26(4),Jul-Sep. Year : 2012 Pages : 9-17

Keywords : Reuse of water,

004773

Author : Katke, P.M.;Bhargodeo, S.P.;Deshpande, S.G.;Chivate, B.A.

Title : Sinchan prakalpatil panyache arthshastra (Marathi)


Vol/Iss/Mth : 26(40,Jul-Sep Year : 2012 Pages : 28-38

Keywords : water Economics,Project evaluation,Water

availability,Irrigation projects,

004774

Author : More, D.M.

Title : Manjara prakalpacha panchvis varshacha pravas (marathi)



Keywords : Manjara project,

004777

Author : Modak, D.N.

Title : Koyana Jalvidyut prakalp tappa -4,Adhijal bhuyar vistarikaran

(Lake tap)(marathi)

Source : Maharashtra sinchan Vikas


Keywords : LakeTap,Koyana hydro electric Project,Intake tunnel,Inclined

Tunnel,

004778

Author : Decras, n.;Valiantzas

Title : Two Explicit optimum design methods for a simple irrigation

Delivery system: comparative application



Keywords : Irrigation Delivery System, Optimal design, Friction losses,

Abstract : Most designers of simple pressure water delivery systems for

irrigation purposes use very simple empirical pipe selection methods

based on arbitrary concepts (Unit head loss,velocity,and per cent head

loss methods),without taking into account economic criteria.These

methods do not lead to an optimal solution. In this article two

explicit optimum design methods for simple irrigation delivery systems

and their comparative application are presented.In the first method, a

simple equation allows us to calculate explicitly the critical values

of discharges corresponding to the available pipe diameters. The second

method calculates the optimum economic diameter for every pipeline of

the network. For the calculation of the friction losses a new explicit

formula proposed for the Darcy-Weisbach equation was used.Comparision

with the economic method indicates good performance by these new

methods.

004780

Author : Hashemy, S.M.;Monem, M.J.

Title : Facilitation of operation and maintenance activities of

irrigation networks using a K-Means clustering method: case study of

the Ghazvin Irrigation Network.



Keywords : O

M,Networks,K-means clustering,

Abstract : In this paper, the application of K-means clustering

algorithms as a quantitative benchmark for exploring homogeneous areas

with similar physical attributes outside the irrigation network region

is presented. A K-means clustering algorithm is applied for spatial

clustering of the Ghazvin irrigation network. Five physical attributes

of canal reaches, viz. length, capacity, number of off-takes, number of

conveyance structures and the irrigated area covered, are considered.

Using a clustering validity index, the 162 canal reaches in the Ghazvin

irrigation network are clustered in 10 groups, with members varying

from 5 to 30 reaches. Regionalization and assigning the groups to

colonies out of the irrigation network district provide a context for

better and easier decision making by mangers.

004781

Author : Garg, K.K. and others

Title : Spatial mapping of Agricultural water productivity using the

SWAT model in upper Bhima catchment, India.



Keywords : Hydrological Modelling,SWAT,Crop Water Productivity, Water

Balance, Upper Bhima,Ujjani Irrigation Scheme,

Abstract : The main objective of this study was to characterise the

hydrologic processes of the Upper Bhima River Basin and assess crop

water productivity using the distributed hydrologic model, SWAT.

Rainfall within the basin varies from 450 to 5000 mm in a period of 3-4

months.The basin has an average rainfall of 711 mm (32 400 Mm3 (Million

cubic meters)) in a normal year, of which 12.8 percent (4150 Mm3)and 21

percent (6800 Mm3)are captured by the reservoirs and the groundwater

reserves, respectively, 7 percent (2260 Mm3)exported as run off out of

the basin and the rest (63 percent)used in evapotranspiration.

Agricultural water productivity for Sugarcane, Sorghum and Millet were

estimated as 2.90, 0.51 and 0.30 Kg m-3, respectively, which were

significantly lower than the potential and global maximum in the basin

and a warrant further improvement. Various scenarios involving in

different cropping patterns were tested with the goal of increasing

economic water productivity values in the Ujjani Irrigation scheme.

Analysis suggests that maximization of the area by the provision of

supplemental irrigation to rainfed areas as well as better on farm

water management practices can provide opportunities for improving

water productivity.

004782

Author : Kirani, A.R.;Mirlatifi, S.M.

Title : Effect of different quantities of supplemental Irrigation and

its salinity on yield and water use of winter wheat (Triticum aestivum)


Vol/Iss/Mth : 61(1),Feb Year : 2012 Pages : 89-98

Keywords : Agriculture,Yield,Salinity,Wheat,Water stress,saline

waters,Water productivity, Quantity of irrigation,

Abstract : An experiment was conducted to evaluate evapotranspiration

(ETc),water use efficiency (WUE)and yield of wheat as affected by

quantity and salinity of irrigation water. Treatments consisted of 16

combinations of irrigation water levels,viz.0.5,0.75,1.00 and 1.25

times the water requirement, and irrigation water salinity

levels(ECi),viz.1.5,8.5,11.5 and 14.2 ds m-1.Mean overall relative

yield when referred to yield with ECi of 1.5 dSm-1, obtained with

irrigation water with salinity levels of 8.5, 11.2 and 14.2 dS m-1,

were 97, 93 and 90 percent , respectively. Similarly, the decline in

yield when irrigation water was applied to only replenish 50 and 75

percent of the crop water requirement was 19 and 9 percent,

respectively, as compared with yield obtained from full irrigation.

Soil salinity increased as the depth of irrigation water and thereby

salt input were increased. However, a major portion of salts in the

soil profile was leached down with autumn rains and therefore had

little adverse effect on establishment of the following crops. The

highest WUE (12 kg ha-1mm-1)of applied water was obtained at 310 mm (62

percent of full irrigation). With increasing irrigation water salinity

the highest WUE is decreased by about 10 percent as compared to low

saline water. Therefore, using saved fresh water for new land could

increase total production.

004783

Author : Sharafi, Farood and others

Title : Decision support tool for evaluating changes in Arid and

tropical Watersheds

Source : Journal of agricultural Engineering

Vol/Iss/Mth : 49(2),Apr-Jun Year : 2012 Pages : 33-37

Keywords : Climate change,Evapotranspiration,Yield,Watershed analysis,

Abstract : The primary objective of this study was to investigate

whether recent changes are the result of climatologic variability or

anthropologically induced transformations over the past years. A

secondary objective was to provide a more practical approach to assess

actual changes in the hydrological response of a watershed in an arid

and tropical region.The methodology used in this study involved

combining remotely sensed image data from satellites with in-situ

hydrological observations from the Minab catchment in the south of

Iran.The results of long-term analysis of historical time series on

rainfall, land use land cover,and stream flow were integrated at the

land scape level to identify appropriate options for land and water

management.It was found that the destruction of natural vegetation

resulted in a decrease in the annual total water yield of 20 percent

with a decrease of 6.5 percent in the base flow during the low flow

period (May to November),and an increase in the storm runoff during the

high flow period (December to April).While potential evaporation from

periods 1 to 3 showed a decrease of 10 percent,the actual evaporation

increased by 9 percent.It was concluded that climatic variations and

land use change are the most important factors affecting the changes in

the hydrologic regime of Minab catchment in Iran.

004784

Author : Pravendra, Kumar;Singh, J.K.

Title : Runoff prediction: Use of Muskingum model for a small watershed

Source : Journal of Agricultural Engineering

Vol/Iss/Mth : 49(2), Apr-Jun Year : 2012 Pages : 38-45

Keywords : Coefficient of efficiency, Rainfall runoff, Runoff

hydrograph,

Abstract : An effort was made to develop a mathematical model using

unit step and transfer functions approach for karkara watershed of

Tilaiya dam catchment in Upper damodar valley of Jharkhand state of

India for estimating direct runoff hydrographs on storm basis. The

model used rainfall data in blocks of finite duration represented by

unit step function. The outflow hydrograph ordinates were obtained by

taking inverse lap lace transform of product of Lap lace transforms of

the transfer function (Lap lace transform of Instantaneous Unit

Hydrograph)and the input (effective rainfall).The direct runoff

hydrograph ordinates were computed by lagging outflow hydrograph

ordinates. Model parameter was estimated by sabol method using rainfall

and runoff data of the study watershed. The model was calibrated for

nine storm events, and validated for three events. Quantitative

performance of the model was tested using some of the widely used

statistical indices as integral squared error, relative squared error

and coefficient of efficiency. The estimated direct runoff hydrographs

using the model were in close agreement with the observed direct runoff

hydrographs. The developed model can be satisfactorily applied for

prediction of storm direct runoff hydrographs. The developed model can

be satisfactorily applied for prediction of storm direct runoff

hydrographs from small watersheds in the study region.

004786

Author : Hellegers, P.J.G.J. and others

Title : An interactive water indicator assessment tool to support land

use planning



Keywords : Land Use Planning,Water Productivity,Remote Sensing,Water

Indicators,

Abstract : This paper presents an interactive web-based rapid

assessment tool that generates key water related indicators to support

decision making by stakeholders in land use planning. The tool is built

on a consistent science based method that combines remote sensing with

hydrological and socioeconomic analyses. It generates transparent,

impartial, and verifiable information regarding the impact of land use

changes on water productivity, water consumption, water availability,

and employment. The usefulness of the tool was demonstrated in the

Inkomati River Basin in Southern Africa, where the tool was used to

assess the impact of converting land use on the water resources to

prioritize areas for conversion and to track required changes in land

use to comply with tripartite water allocation agreements. This

contributed to confidence building and to strengthening the process of

conscientious land use planning, which is an extension of conventional

work in this field.

004787

Author : Montazar, A;Gaffari, A.

Title : An AHP model for crop planning within Irrigation command areas



Keywords : Cropping Pattern,Varamin Irrigation Network,AHP Model,

Abstract : Crop planning decisions are complex due to a number of

constraints, the desire to secure crop diversification and the

involvement of various affected parameters.In the present study, a

multi-criteria technique, an analytical hierarchy process (AHP), is

considered a promising framework for selecting adequate cropping

pattern in an Irrigation command area. The approach is illustrated

using data from the Varamin Irrigation Network in I.R. Iran. Ten

attribute decisions are considered for ranking the type of crop in the

cropping system. These criteria are assumed nine attributes for

determination of the crop cultivation area. The results show that the

AHP can synthesize various sets of criteria in the preferred

elicitation of the type and the cultivated area. It is concluded that

AHP can be used to aggregate preferences in order to obtain a group

decision, improve understanding of the choice problem, accommodate

multiple objectives and increase transparency and credibility in

decision making by actively involving relevant criteria in the crop

planning.

004788

Author : Correia, L and others

Title : Benchmark Irrigation practices on Olives using a structural

equation modeling approach



Keywords : Irrigation practices,Benchmarking,Structural Equation

Modeling,

Abstract : The present paper reports some of the results of

Benchmarking study conducted in the framework of the aqua stress

integrated project in the Guadiana case study (GCS). The aim of the

work was to produce references to anticipate water requirements when

the future Ardila Irrigation System, which is connected to the Alqueva

dam, opens in 2010. This system is intended to supply water to some

30000 ha of newly irrigated land in the region. During the study,

public participation workshops were held to understand the specific

needs and points of view of farmers and other stakeholders. The

Benchmarking analysis was based on continuous monitoring of 28 Olive

farms and collection of information on practices and production options

available in 2007.

004791

Author : Embaye, T.G. and others

Title : Dealing with sedimentation issues in spate Irrigation systems


Vol/Iss/Mth : 61(20, Apr Year : 2012 Pages : 220-230

Keywords : Sedimentation,Spate Irrigation,Canal Design,

Abstract : With growing water variability and scarcity in Africa a

reality, a renewed interest in spate irrigation systems, which harness

water in ephemeral environments, has emerged. While the potential

exists, the actual contribution of spate irrigation systems to food

security has, so far, not been significant. One of the major reasons is

the very high sedimentation rates of canals and irrigated fields. In

spate irrigation systems sediment is a double-edged sword. Fine

sediment brings fertility and makes it possible to build up well-

structured soils, while on the other hand coarser sediment reduces

spate flow diversion efficiency, raises the bed level and removes

fields from the irrigation command. As is the case in several other

countries, the spate irrigation systems in Ethiopia that were

modernized through conventional civil Engineering practices, lack

effective technical and operational measures that maximize the benefits

of sediments. To address this particular problem, a study was conducted

in the Fokisa Spate Irrigation System in Ethiopia. The study employed

field observations and simulations with various one-dimensional

hydraulic models. Primarily based on the study, but also drawing from

experience in other spate irrigation systems, this paper analyses the

effectiveness of settling basins and canal designs with non-uniform

cross sections and varying slopes. The results indicate that settling

basins are not an optimal alternative and that designing canals with

non-uniform sections and slope leads to better performance. It is

concluded that the former are not applicable in spate systems.

004792

Author : Weibo, N and others

Title : Estimated infiltration parameters and manning roughness in

border irrigation



Keywords : Border Irrigation,Infiltration Parameters,Manning roughness,

Abstract : Based on the volume balance (VB)equation, the surface water

profile was shown to be a power function and Philip equation equal to

the Kostiakov-Lewis equation when the infiltration parameter a=0.5.

With this assumption, an equation was proposed for estimating

infiltration parameters together with Manning roughness. The method

requires only multi-point water advance data of border irrigation.

Solving the equation requires use of the nonlinear least-squares

fitting technique by Matlab software. The proposed method was validated

with field experimental data and some reported border tests. The

solution procedure was analysed, the results showing that the values of

infiltration parameters S and A are not changed, but Manning roughness

n varies when h were given different values (0.70, 0.75, 0.80

respectively).

004794

Author : Malshe, Arvind

Title : Panyachi sheti: ek abhinav yojana (Marathi)

Source : Patrika


Keywords : Water saving Techniques,

Social sciences

004785

Author : M.Madhava and others

Title : Performance evaluation of hand operated compression type

Briquetting Machine

Source : Journal of Agricultural Engineering

Vol/Iss/Mth : 49(2),Apr-Jun Year : 2012 Pages : 46-49

Keywords : Biomass briquette,Rural development ,Groundnut shell,Sawdust

,

Abstract : A low cost small capacity, low pressure ,hand operated

briquetting machine was developed and evaluated to meet the domestic

energy demand in rural hoseholds.Rice huck,dry leaves,groundnut

shells,and sawdust were used as raw materials along with paper pulp as

binding material for preparation of briquettes.The average capacity was

found to be 5kgh-1.Results showed that bulk density of the biomass

after briquetting increased by 2.3,2.6 and 1.5 times for rice

husk,dried leaves,groundnut shells and sawdust,respectively.

New Arrivals

Author Title Shelf mark

NBSSLUP Annual Report 2010-2011 060.631.4/NBSSLUP

Jhunjhunwala Bharat (Ed) Economics of River flows: lessons from

Dam removals in America

333.7845/JHU

Sinha G.N. Strengthening Indian Environmental Laws 344.046/SIN

CWC Integrated hydrological data book (non

classified river basins)

551.48/CWC

Agarwal Anil ; CSE Agenda unlimited ; Down to earth 574.5/CSE

Bhushan Chandra,CSE Challenge of New Balance :Study of low

carbon growth options

574.52/BHU/CSE

Agarwal Anil,Narain

Sunita,CSE

Green politics, Global Environmental

Negotiation

574.52/CSE/AGA

Maharashtra Govt ; DIRD Status Report on Affected Area Well

Water Levels in Different Canal

Command of Maharashtra (7th

Report)

627.13/MAHA/DIRD

Parthasarthy R & Oth Sardar Sarovar Project On River Narmada

Vol 1-3

627.8PAR/DHO

CWC Financial Aspects of Irrigation Projects In

India

627.8012/CWC

Vishwakarma,A.,

Brajendra

Objective Agronomy 630.7/VIS/BRA

Wasnik,K.P. Women In Agriculture Strategy for socio

economic empowerment

630.204/WAS

Central water Commission Pricing of water in public system in India 631.703/CWC

Reddy S.R. Agronomy of Field crops 633/RED

Bose,T.K.:Mitra,S.K.(ED) Fruits:Tropical,Sub tropical Vol.1 &2 634/BOS/MIT

Chattopadhyay T.K.(ED) Text Book of pomology (Tropical

fruits),Vol.2

634.6/CHA

Kunte

Y.N.;Kawthalkar,M.P.

Principles of Horticulture Fruit Growing 635/KUN/KAW

ICAR: Chandra K.L. Hand book of Horticulture 635/ICAR/CHA

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Calendar of Events

Date

Theme Organization Contact

2012-13 Admission to postgraduate

programmes in Water

Resources Development &

Irrigation Water Management

I

IIT Roorkee- 247 667 (Uttarakhand),

India

Email [email protected]

As given in organisation

2012-13 Training Calendar Irrigation Management &Training

Institute,Dadaban Road,Kota (Raj.)-

324009 [email protected]


June-2014

12th International Drainage

Workshop (IDW)) st. Petersburg,

Russia

Secretary General ,National Committtee

of the Russian Federation on irrigation

and Drainage (RuCID)

[email protected]


Addresses of other WALMI’s

1) Director General

Water and Land Management Training

Research Institute (WALMTARI)

Rajendranagar, Himayatsagar,

HYDRABAD-(A.P.) 500 030

Phone : 040-24015282 (O),

040-23817732 ®

FAX : 040-24016661

E-Mail : [email protected]

2) The Chief Engineer & Director

Water & Land Management Institute,

Irrigation Dept, Government of Bihar,

Hardinge Road, Barrack No 5,

West Irrigation Secretariat

PATNA – 800 001, BIHAR

Phone : 0612 –452204 (O)

FAX : 0612-452232

3) The Chief Engineer & Director

Water & Land Management Institute,

P.B. No 80, Vadod Road, Anand,

GUJRAT—388 110

Phone: 02692- 61851,62450

FAX :02692-41651

4) Director

Water &Land Management Institute

WALMI Hills,Kaliasote Dam, kolar Road

P.B.No.535, Ravishankarnagar BHOPAL-462 016,M.P.

Phone-: 0755-2492673-(O)

FAX : 0755-2492432

[email protected]

[email protected]

5) Director

Water &Land Management Institute

WALMI, At Pratapnagari, P.O.Telengapentha, Cuttack-, ORISSA,India,753051

Phone-(0671)2686426,2686431,2686432 (O)

FAX: (0671)2686430

mailto:[email protected]



6) Director

Irrigation Management & Training

Institute,Dadabari Road,Near CAD circle,

Kota Junction

Kota-324004- RAJASTHAN Phone: 0744—500642,500682 (O)

FAX: 0744- 427029,421930

7) Director

Irrigation Managememt & Training Institute

P.O.Box 16,V.V.Kottai Thuvakudy,Tiruchirappalli,620015,TAMILNADU.

Phone: 91431500088 (O)

FAX:91431500603

Email:[email protected]

8) Director

Water & Land Management Institute

WALMI Bhawan,Utratia,

LUCKNOW-226 025,U.P.

Phone:0522-440309/440553

FAX : 0522-440309

E-Mail: [email protected]

9) Director

Water &Land management Institute

Belur, Industrial area,P.B.No.6,PB Road post Mummigatti,Dharwad-580001

KARNATAKA

Phone-0836-2486893,

Fax-0836-2486889

Email:[email protected]

10) Director

North Eastern Regional Institute of

Water &Land management (NERIWALM)

Government of India, P.O. Kaliabhomora,

Dolabari, TEZPUR-784027 ASSAM

Phone:03712-220686/231007/232007

FAX: 03712-221977

E-mail:[email protected]

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