A Government of Karnataka Under Taking

Presented By: Riazahemad B

Jagadal Assistant Engineer

A Government of Karnataka Under Taking

Presented By : Riazahemad

Jagadal

Assistant Engineer

A Government of Karnataka Under Taking

Presented By : Riazahemad

Jagadal

Assistant Engineer

Water is Wealth and Irrigation is it’s application.

Water is a vital resource for mankind used in

activities such as agriculture, industry and

domestic activity. Irrigation is one of the most

water consuming resources in human activity.

Irrigation canals are characterized for being

spatially distributed crossing different

administrative regions. As water is becoming a

scarce and valuable resource, efficient engineering

water conveyance networks are required.

Irrigation is the

artificial exploitation and distribution of water

at project level aiming at application of water

at field level to agricultural crops in dry areas or in

periods of scarce rainfall to assure or improve crop

production.

Baluti

Jack well

Lead off canal

Hanamapur

Jack well

Arial

View

Baluti Jack Well

Alm

att

i D

am

Reserv

oir

Hanamapur Jack

Well

Baluti Village

HanamapurVillage

K B J N L

Baluti

Jack Well

Raising

Mains

Delivery

Chamber I

Arial

View

Hanamapur

Jack Well

Raising

Mains

Delivery

Chamber ii

Arial

View

Mulwad

Wes

tCanal

Arial

View

Mulwad

Eas

t Canal

Arial

View

Mulwad Lift Irrigation

Existing

Conventional Water Conveyance System

Water Lifted From Back Waters of

Almatti Reservoir @ Baluti Village

Baluti Jack Well at Min Water Level of

Lift Point @ 504.75m to Max Water

Level @ Lift Point 524.25m

Raising Mains 2 row 2.35 m Diameter

to DC I

Dc i at 529.55m

Lead Off Canal to Hanamapur Jack

Well BW-5.5m , CBL-527.35, Length

5 Km.

Hanamapur Jack Well at Min Water

Level @ Lift Point 526.543m to Max

Water Level 528.743m.

Baluti Jack Well Baluti Raising Mains

Baluti Delivery Chamber I Lead Off Canal Hanamapur Jack well Intake

M L I Scheme A

From

Hanamapur Jack

Well To DC ii at

RL: 559.95

through a rising

mains 2 row 1.8

diameter &

1215m in Length

Water Diverted From Delivery Chamber ii to MLI East and West

Canals

East Canal 17.5

KmWest Canal 76 Km

Delivery Chamber ii

Canal Network and Command Area

SCHEME B Presented By : Riazahemad

Jagadal

Assistant Engineer

Key Plan

Command Area

BIJAPUR Branch Canal =63650.

H Hippargi Canal = 23676.

B Bagewadi canal =22648.

Tidgundi canal =25775.

Malghan Main Canal = 21716.

Babaleshwar canal = 16286.

Mangoli canal =18426.

Salvadgi Canal =10868.

Sankanal canal =12471.

Takkalki canal =9559.

Dhindwar canal =2866

Network Tree PlanBABLESHWAR BRANCH

CANAL

MANAGULI BRANCH

CANAL

AREA in HA(ICA)

LENGTH in (KM)

DISTRIBUTRIES

AREA in HA(ICA)

LENGTH in (KM)

DISTRIBUTRIESDISTRIBUTRIES

DISTRIBUTRIES

DISTRIBUTRIES

DISTRIBUTRIES

DISTRIBUTRIES

DISTRIBUTRIESDISTRIBUTRIES

AREA in HA(ICA)

AREA in HA(ICA)

AREA in HA(ICA)

AREA in HA(ICA)

LENGTH in (KM)

DISTRIBUTRIES LENGTH in (KM)

DISTRIBUTRIES

AREA in HA(ICA)

LENGTH in (KM)

AREA in HA(ICA)

LENGTH in (KM)

LENGTH in (KM)

AREA in HA(ICA)

LENGTH in (KM)

DISTRIBUTRIES

LENGTH in (KM)

DISTRIBUTRIES

AREA in HA(ICA)

LENGTH in (KM)

AREA in HA(ICA)

LENGTH in (KM)

MASUTI JW

RL-590.00m

D.C-2(B) of HANUMAPUR J W

OF SIZE 60 M X 35 M

CH: 13.04 Km

Off TakeCH: 21.00 Km

Off TakeCH: 17.60 Km

Off TakeCH: 12.714 Km

LEAD OFF CANAL

of Length-1.226 Km

JW 4th (A)RL-640.00m

RISING MAIN

D.C-4 (A)

LEAD OFF CANAL of

Length-1.253 Km

JW 4th (B)RL-640.00m

RISING MAIN

D.C-4 (B)

OF SIZE 30X20M

Off TakeCH: 10.455 Km

Off TakeCH: 16.182 Km

Offf TakeCH: 22.56 Km

Off TakeCH: 77.176 Km

MALGHAN WEST CANAL

HUVIN HIPPARAGI BRANCH

CANAL

TIDAGUNDI BRANCH

CANAL

BIJAPUR MAIN CANAL

SALAVADAGI MAIN CANAL

DINDAWAR BRANCH

CANAL

BASAVAN BAGEWADI BRANCH

CANAL

SANKANAL BRANCH

CANAL

TAKKALAKI BRANCH

41.656

D1 to D39

92.739

D1 to D52

36.439

D1 to D28

72.859

D1 to D53

66.304

D1 to D32

63.994

D1 to D36

202.190

D1 to D103

18.116

D1 to D22

CANAL

26.048

D1 to D28

D1 to D4

33.133

D1 to D24

DIS(Q) in CUMECS

LIFT

EL

DIS(Q) in CUMECS

LIFT

EL

DIS(Q) in CUMECS

LIFT

EL

DIS(Q) in CUMECS

LIFT

EL

DIS(Q) in CUMECS

LIFT

EL

DIS(Q) in CUMECS

LIFT

EL

DIS(Q) in CUMECS

LIFT

EL

DIS(Q) in CUMECS

LIFT

EL

DIS(Q) in CUMECS

LIFT

EL

DIS(Q) in CUMECS

LIFT

EL

16286

7.414

IVth LIFT

640.00 M

18426

8.373

IVth LIFT

640.00 M

9.867

IIIrd LIFT

590.00 M

21716

25770

11.71

IIIrd LIFT

590.00 M

23676

10.758

IIIrd LIFT

590.00 M

22648

10.291

IIIrd LIFT

590.00 M

63350

28.785

IIIrd LIFT

590.00 M

10868

4.938

IVth LIFT

640.00 M

2866

5.57

1.302

IVth LIFT

640.00 M

12471

5.667

IVth LIFT

640.00 M

9559

4.342

IVth LIFT

640.00 M

BIJAPUR MAIN CANAL

BIJAPUR MAIN CANAL

SALAVADAGI MAIN

CANAL

SA

LA

VA

DA

GI

MA

IN C

AN

AL

DC-3 OF

SIZE-60 x 35m

LEAD OFF CANAL-2

OF LENGTH-7.168KM

RISING MAIN

OF LENGTH-1.83 KM

COMBINED CANAL

OF LENGTH-1.275 KM

AREA OF ICA - 330.00Ha

DESIGN REVIEW

The conventional System

As per Conventional Design

During No Demand water has to be

diverted to Escape Channels

During Pump ON

On each start of pump

the Travel Time of water

required for 50 km with

velocity 0.75m/sec is 18

hrs 31 min

A Struggle for water

DEPLETED WATER

SUPPLYPresented By : Riazahemad

Jagadal

Assistant Engineer

Struggle for water1. Scheme A is started on Jan 2006 up to 20 km,

as 2 pumps only started authorities plan to

obstruct flow to rise the water level in canal by

constructing walls, but when west canal is

complete in all respects, Full Length is under

Irrigation for peak discharge they have to

demolish the walls.

2. Subsequently the method is followed by farmer

near outlet they try to fill the canal passage by

dumping the boulder to raise water level

whenever 2 pumps run during repairs or so.

3. Department Engineers Went on Cleaning every

Year taking up Maintenance.

4. Outlets and operators were manhandled During

Less Pump Run or Repair of pumps.

The Conventional System

DEMERITS

Demerits of Conventional Water Conveyance System

for Lift Irrigations canals

Full Supply Level is Not Constant as 24x7 pumping is not practiced throughout the

season.

The Fluctuating Water Level Due to On/ Off of Pumps or Number of Pumps running is

less than the Design Numbers Pumps to run, Distributaries Outlets function under

design discharge as Depth of water in Canal is under the mark of 2/3 FSD as driving

Head is Not Available.

If No Demand Water is Wasted by letting out water through Escape channels or FIC

were Diverted to Natural drainage streams by farmers(Nalas).

Due to Pump go On /Off, before FSD in Canal raises to design level the water is

discharged to outlets so tail end never reach Designed FSD mark, if outlets not

operated in time due to more discharge at tail-end, overtopping of water may occurs. If

operated prior the FSD of the tail end doesn't gain Head . If manipulated the head, by

operator and resolved the complexity of operation then pumps go off, in this struggle

to have control over outlets & FSD level …which Leads to Management failure.

Demerits of Conventional Water Conveyance System to Fields

and Farmers

Tail-end problems examples.

The old Sardar canal project in the state of Gujarat, India, was designed with an irrigation intensity of 32%, but at the upstream part the delivery was at an intensity of 42% (i.e. 131% of the design norm) and at the downstream end it was only 19% (i.e. 59% of the norm), although the project aimed at protective irrigation with equal rights for all.

The Sardar Sahayak Pariyojana irrigation project, an extension of the Sardar canal project with 1.7 million ha, the head farmers received 5 times more water than the tail-enders, although the project was designed for equal distribution of the scarce water.

The Ghatampur distributary canal in the Ramganga irrigation project in the state of Uttar Pradesh, India, delivered an amount of water equal to 155% of the design discharge to the Kisarwal district canal near the head of the distributary and only 22% to the Bairampur district canal at the downstream end.

The Ibrahimiya irrigation canal near Minya, Egypt in 1984, considerable differences in the water distribution over the canal systems have been reported [15] :

Over Irrigation

because of poor Distribution

or management the water is wasted, and Deep

drainage (from over-irrigation) may result in

rising water tables which in some instances will

lead to problems of irrigation salinity may

damage soil structure owing to the formation

of alkaline soil.

Competition

In practice the distribution of

irrigation water is subject to competition.

Influential farmers may be able to acquire more

water than they are entitled to. Water users at

the upstream part of the irrigation system can

more easily intercept extra water than the tail-

ender. The degree of farmers' influence is

often correlated to the relative position of their

land in the topography of the scheme.

A Solution to All the Conveyance Problems

CONCEPTPresented By : Riazahemad

Jagadal

Assistant Engineer

Tank Filling

TANK FILL

TIMEMultilevel Pool Water Conveyance

SystemPresented By : Riazahemad

Jagadal

Assistant Engineer

Time required for tank water transfer from one full tank to another empty tank

Time required for tank water transfer from one full tank to another partially

filled tank

with initial Diff in FSD of 1.9m to rise 0.9 m to 1m FSD difference i.e.

Full Tank

Time Required to rise the level in the 3rd Tank is = 10000*5*0.9/15.5= 2903.226 sec

or say 48.3871 min

0 hrs 48.39 minutes

Hydraulic Jump

MERITS

Multi-Level Pool Irrigation System

Merits over Conventional System Travel Time Required is only one time during first filling the Tanks all along the stretch of

network.

Any section of Canal in any reach, may be upstream of canal, or at tail end. can be filled with

same amount of time. no travel time needed.

Full supply Level in all pools. always Maintained at FSD Level.

Easy Maintenance of Any section. Through out the year. for silt removal or repairs.

No Wastage of Water to escape Channels. or to Nalas.

Crop pattern and water scheduling can be implemented.

Easy measurement of evaporation and seepage losses.

Easy Management as controlled discharge as per requirement.

No over topping of Canals.

Farmer at tail end will get same quantity of water, as of upstream canal farmers.

Water for Animals is always available in canals in summer season.

SCADA System for Gate operation with Control Room and Solar Energy Supply with remotely

controlled by radio signals.

Need for study

The Large network with 671 km of main canal network has to be designed with

different Lengths of Pools at various split levels varying from 1 meter to 2 meter

difference in bed levels, according to the outlets in their particular reaches and

requirements of water and timing of operation.

All the outlets of distributaries have to be designed for constant head to a minimum

operating head.

Time, and scheduling of opening and closing of the canal main gates, and water

transfer, as well as filling time has to be studied.

The crop pattern and scheduling (wara-bandi) has to be prepared.

The velocity in canals, discharge in multilevel pools, and outlets to be physically

studied or modeled in computers.

Tank/Multilevel Pool Irrigation System

PHYSICAL MODEL

STUDYPresented By : Riazahemad

Jagadal

Assistant Engineer

Hydraulic Jump

Broad Crested Weir

examples of other projects.

GMR Upper Karnali

hydropower LTD Nepal

Coursan Canal France

Portugal

HYDRAULIC STRUCTURES OF VENDA NOVA III

Scale-model test - Scales: 1:35 and 1:55 Artelia, France

COMPUTER MODEL

STUDY

Computational Fluid Dynamics

The advantages of CFD

simulation are that it takes

less time than physical

modeling and avoids the

scaling effects of friction,

turbulence, air entrainment

and release, fluid structure

interaction and local scour

below energy dissipaters

because everything can be

modeled at full scale.An experimental validation shows a

close match between simulation and

reality

How to Apply CFD to Our canal

Network

Canal operation & simulation models are acknowledged as very efficient tools for

improving the design and operation of irrigation canal systems. Typically, the use of

such models can be of great help for the comparison of various design alternatives,

for the development and tuning-up of operational strategies and automatic control

algorithms, and for operation or training.

Available software's are as under

ANSYS, Fluent, Flow 3d, PHOENICS, STAR 3D, OpenFoam, openFlower, Maya,

Real Flow, 3d Blender renderer, COMSOL Multiphysics, Tecplot

CFD Consultants are as listed belowMechartes Researchers Pvt.

Ltd.

D-57, Sector 6, NOIDA

Uttar Pradesh, India - 201301

Ph no: +91 120 4540208

contact@mechartes.com

Blue Hill Hydraulics Incorporated

447 Falls Bridge Road

Blue Hill, Maine 04614

Phone: 207.374.3294

email: info@bluehillhydraulics.com

Dacolt

Grote Looiersstraat 28a

6211 JJ Maastricht

The Netherlands

Tel: +31 43 3030 020

Fax: +31 43 3030 021

CFD Simulation

SIMULATIONPresented By : Riazahemad

Jagadal

Assistant Engineer

Automated Gates/ Drip

Irrigation/Scheduling

MODERNIZATIONPresented By : Riazahemad

Jagadal

Assistant Engineer

Canal Modernization Canal Modernization is often thought to mean "lining canals". In actuality, Canal Modernization is

much more than that. To better explain this, we can compare the spigot or faucet at your house to

an irrigation canal system. At your faucet, water can be delivered exactly where you want it, when

you want it, and at the exact rate you want it just by adjusting the faucet handle. It is not that way

with an irrigation canal. With a canal system that is not sufficiently modernized, water must often

be ordered days ahead of time. It does not necessarily arrive at the time or rate you asked for,

and the rate can go up and down quite a lot during the delivery. If you change your mind about

needing the water after it is ordered, then it is often too late - the water is already in the system

and has to go somewhere or it will overtop the canal.

A canal system that is not modernized can make it difficult for a farmer to manage his/her water

carefully. A Canal Modernization program introduces the service concept: making the water

delivery as close to your household spigot as possible: accurately-delivered, on-time, and

when you need it.

A Canal Modernization program looks at the whole water management system and includes

various measures such as renovation of water control structures; electronic, Supervisory Control

and Data Acquisition (SCADA) systems; automation of water control structures; water ordering

and accounting systems; and regulation of reservoirs along canal systems.

Need for Automation

The efficiency of irrigation crop yield depends very much on water supply at the time when crop

demand, number of watering on specified interval is to be provided during the growing season. Due to complexity

in operating water intake structure, the Constant Head at off-take structure is an important issue in the irrigation

scheme to facilitate measurement and provide constant irrigation water supply. Presently, all off-take structures are

manually operated. Target discharges are seldom met due to upstream water level fluctuations, and the operators

are unable to cope with the opening and closing of the many Direct Outlets in Distributaries/ laterals and

Distributaries gates and the Delivery chamber gates Automation is the ultimate key to modernize and improve

overall irrigation project performance. An answer to control discharge with constant head at outlet structures by

automating the gate operation through interfacing with Supervisory Control and Data Acquisition (SCADA) system.

Rising irrigation water costs and unpredictable rains call for efficient monitoring and control of open

channels. With the advancements in modern automation systems, it has become possible not only to remotely

monitor water flow, but also to remotely control water gate positions, which control the flow rate through open

channels. Controlling water gates remotely helps satisfy new requirements set by governing bodies for the

efficient management of water resources.Optimization and minimization of water to be applied to the crops is essential in irrigation system.

Yields of the crops are adversely affected with excess or inadequate water supply. Yields can be considerably

increased by adopting proper irrigation management. For proper irrigation management scheduling of water is

essential as said. Irrigation scheduling is the process by which an irrigator/farmer determines the timing and

quantity of water to be applied to the crops

GATE DESIGNSRectangular / Orifice type/ radial Flume

gates

Presented By : Riazahemad

Jagadal

Assistant Engineer

Rectangula

r gatesOpen Channel Flow Control

Using the

SEL-2411, SEL-3031, and RTAC

The proposed SEL solution results

in the efficient management of

water through open channels by

enabling users to identify various

issues associated with water

conveyance systems such as

channel leakages, channel

blockages, and inaccurate flow

measurements. Also, the ability to

remotely monitor and control

various sites reduces the labor

and time associated with site

visits.

Extra water Escape in Lower

Pool above Weir wallSolar panel And

Radio Receiver

Tower

8 Row 0.6 Diameter

Pipes in room with

Motors and Electrical

Panels

Orifice

Type

Gates

2 m FSD + 1 m Free

Board 2 m FSD + 1 m

Free Board

Difference in

Water level 1

meters

Inlet With Grates to

arrest VegetationWater Cushion

Radio

Signal

Tower

Solar

power

Orifice

Room

Upstream Side Down stream

SideOver Flow Weir

Water Scheduling And Planning

SCHEDULINGPresented By : Riazahemad

Jagadal

Assistant Engineer

Scheduling Irrigation scheduling is the process used by irrigation system managers to determine the correct frequency and

duration of watering. The following factors may be taken into consideration:

Soil infiltration rate - Soil available water capacity, Effective rooting depth of the plants to be watered,

Current watering requirements of the plant,

Amount of allowable moisture stress which may be placed on the plant.

Timing to take advantage of projected rainfall,

Timing to avoid interfering with other activities such as sporting events, holidays, lawn maintenance, or crop

harvesting.

The goal in irrigation scheduling is to apply enough water to fully wet the plant's root zone while minimizing

overwatering and then allow the soil to dry out in between watering, to allow air to enter the soil and encourage root

development, but not so much that the plant is stressed beyond what is allowable.

In recent years, more sophisticated irrigation controllers have been developed that receive evapotranspiration, input

from either a single on-site weather station or from a network of stations and automatically adjust the irrigation

schedule accordingly.

Other devices helpful in irrigation scheduling are rain sensors, which automatically shut off an irrigation system when

it rains, and soil moisture sensing devices such as capacitance sensors,.

Planning: Use of GIS Mapping

Software's

Crop types in the agricultural

irrigated areas and Soil Maps

GIS is a relatively broad term, that can refer to a number

of technologies and processes, so it is attached to many operations, in

engineering, planning, management, transport/logistics and analysis.

Modern GIS technologies use digital information, for which

various digitized data creation methods are used. The most common

method of data creation is digitization, where a hard copy map or

survey plan is transferred into a digital medium through the use of a

CAD program, and geo-referencing capabilities

Data analysis, Rain Fall, Water Logging, Irrigation land, dry land.

Topological modeling complex spatial modeling and analysis

Hydrological modeling catchment area/ Terrain analysis

Geometric Road / public networks

GIS techniques and technology

• GIS accuracy depends upon source data, paper maps that are not found to

be very suitable to achieve the desired accuracy

• In developing a digital topographic data base for a GIS, topographical maps

are the main source of Aerial photography and satellite images are extra

sources for collecting data

• GIS data represents real objects (such as roads, land use, elevation, trees,

waterways, etc.) with digital data determining the mix. Real objects can be

divided into two abstractions: discrete objects (e.g., a house) and continuous

fields (such as rainfall amount, or elevations). Traditionally, there are two

broad methods used to store data in a GIS for both kinds of abstractions

mapping references: raster images and vector.

• Data capture—entering information into the system, by paper maps can

be digitized or scanned to produce digital data.

• Survey data can be directly entered into a GIS from digital data collection

systems on survey instruments using a technique called coordinate

geometry (COGO).

• Remotely sensed data also plays an important role in data collection and

consist of sensors attached to a platform. Sensors include cameras, digital

scanners and LIDAR

Ground Water Level/Water

Logged Areas

Example of hardware for

mapping (GPSand laser

rangefinder) and data

collection (rugged computer).

The current trend for

geographical information

system (GIS) is that accurate

mapping and data analysis

are completed while in the

field. Depicted hardware

(field-map technology)

Examples of Application and Products

SCADA ANIMATIONPresented By : Riazahemad

Jagadal

Assistant Engineer

Examples of SCADA applied to

Canal

Rubicon Water is an engineering and technology company, Australia

Rubicon achieves these operational and efficiency gains by combining its

powerful water management and control software with the design and

manufacture of irrigation automation hardware - including a wide range of

automated gate, meter and SCADA products.

Rubicon's automation and control technology lies at the heart of many

modernized irrigation supply systems around the world. The result of over 15

years of research and development, this unique technology enables water

authorities and rural water users to save significant amounts of water

Total Channel Control®- A breakthrough in irrigation network

automation.RUBICON logo and CableDrive TCC and ValveGate are trademarks and service marks,

A breakthrough in both

irrigation control and

flow measurement, the

system is based on the

control of large

networks of solar-

powered canal

regulators and gates,

which are linked

through radio telemetry

and advanced

computer software to

enable the whole canal

network to operate

automatically and

remotely.

SCADA Products

Improvement to Network

Geo-synthetic liner used in a Canal to prevent

seepage onto adjacent lands

Drip Irrigation for water application to crops,

there by lot of water is saved.

Improvements to Network Over Topping Weir,

During over Discharge in canals.

A Portland, Oregon-based startup is adding a new

form of distributed generation to the list “in-pipe

hydropower“ Anyone with a big pipe -- a water

utility, a wastewater facility, an industrial facility, an

irrigation system -- can install a system from Lucid

Energy to generate electric power from the

movement of the water.

Lucid Energy has been developing and testing the

LucidPipe Power System since 2007

Research Work

Latin American applied researchVersion ISSN 0327-0793

Lat. Am. appl. res. v.37 n.3 Bahía Blanca jul. 2007

Predictive control with constraints of a multi-pool irrigation canal

prototypeO. Begovich1, V. M. Ruiz2, G. Besançon3, C. I. Aldana1 and D. Georges3

Abstract — This paper presents a real-time implementation of a multivariable

predictive controller with constraints to regulate the downstream levels at the end of the

pools in a four-pool open irrigation canal prototype. The objective of the controller is to

maintain the downstream level at a constant target value despite inflow disturbances.

The controller is designed using a "black box" identified linear model. The results show

satisfactory closed-loop performances.

The closed-loop canal must satisfy the

following specifications to guarantee the supply to the consumers,

to avoid water spillage, and to protect the control

structures:

•Level variations must be less than 15% with respect to

the level of the operating points.

•The gate-opening rate should not exceed 1 cm/s.

•The gate-opening limit is 80 cm.CONCLUSIONS :-A controller based on predictive control with constraints has been designed for

a multi-pool irrigation canal prototype, with the purpose to regulate the water level at the

downstream end of each pool to a specified reference value, under inflow disturbances. The closed-

loop real-time performance obtained with this control has been very satisfactory and the imposed

constraints satisfied, although a simple linear model was used to design the controller. However, it is

a subject for future studies to verify if such simple linear models obtained by identification are still

capable to reflect all complex phenomena such as infiltrations, slope changes, frictions, etc., found in

actual operational canals. Although our model and prototype may appear to be quite simple w.r.t. an

operational canal, the closed loop results which have been obtained, represent a good starting point

and show that significant efficiency could be achieved in irrigation canals by using Model Predictive

controllers. Future work will be devoted to the design and implementation of an MPC controller for an

operational Mexican Canal.

References

1 R. Chambers, Managing Canal Irrigation: practical analysis from South Asia. On line:

Easter, K. W. 1993. “Economic Failure Plagues Developing Countries’ Public Irrigation: An Assurance Problem.”

Water Resources Research 29(7): 1913-22.

2 ILRI, 1999. Impacts of the Irrigation Improvement Projects in Egypt. Egyptian-Dutch Advisory Panel and International

Institute for Land Reclamation and Improvement (ILRI), Wageningen, The Netherlands. On line:

Palacios, E.V. 1999.Benefits and Second Generation Problems of Irrigation Management Transfer in

Mexico. Economic Development Institute Participatory Irrigation Management Case Studies Series, Economic

Development Institute, World Bank and Irrigation Water Management Institute.

3 Latin American applied research Version ISSN 0327-0793 Lat. Am. appl. res. v.37 n.3 Bahía Blanca

jul. 2007

Predictive control with constraints of a multi-pool irrigation canal prototype

O. Begovich1, V. M. Ruiz2, G. Besançon3, C. I. Aldana1 and D. Georges3

4 Google Wikipedia 5 Flow3d.com 6 Jainirrigation.com 7 Rubiconwater.com

Concept and Design:

Publishing Work/ Animation:

Critic and Suggestion by:

Motivating lead by:

Encouragement by:

Guide by:

Design Review and Support by:

Riazahemad B. Jagadal B E (Civil) ,DCE

A.E MLI Sub Div 1 Mattihal, B Bagewadi, Bijapur

Jillani Patel B E (Elect)

S A Patil D.C.E J.E MLI Sub Div 3 Mattihal

Gaus-peera B E (Civil)

Prof. Anjuman College. Bijapur

C Ananthramu Chief Engineer KBJNL Dam Zone.

Almatti

V K Potadar Superintending Engineer Dam Circle. Almatti

S M Kolhar Executive Engineer(Design Wing) Almatti

B S Patil M E (struct) (Design Wing) Almatti

Sir

For your valuable time