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If
irrigation managers at various levels
are provided with IT tools for taking
appropriate decisions, reservoir operations
and management can take a quantum leap
forward
The
product
CIMS:
Canal Irrigation Management System
A comprehensive canal management
and control system
The
client
Canal Controls
and Communication Pilot Project, Khadakwasla,
Pune
A body which manages the irrigation
systems of the Khadakwasla dam, near Pune
The
Khadakwasla irrigation scheme comprises
three dams the Panshet dam (on
the Ambi river), the Warasgaon dam (on
the Mose river) and the Khadakwasla dam
(on the Mutha river). The first two, being
upstream dams, are used for power generation
and for feeding the downstream Khadakwasla
dam, which is used for irrigation, municipal
and industrial water supply. The main
canal the new Mutha right bank
canal (NMRBC) is a 202 km-long
contour canal, serving a gross command
area of about 97,100 hectares.
Details
The concept behind the canal controls
and communication project, phases I and
II, at the Khadakwasla irrigation scheme,
was to develop a comprehensive canal management
system (including a control system) for
selected hydraulic structures on the main
canal. It is integrated with the decision
support system and the telemetry system
implemented in phase I of the project.
The improved canal management system aims
for better management of available water
resources for irrigation
Objectives
The project aimed to test the applicability
of IT solutions in optimising the use
of water resources and improving the operational
efficiencies of the canal system. The
objective of phase II was enhancement
of the system developed in phase I, through
enhanced monitoring, decision support
systems (DSS) and control.
Scope
Phase I comprised the
design, development and installation of:
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A telemetry system for acquisition,
storage and transmission of real-time
data from remote locations (storage
and transmission) |
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A
computer-based decision support system
for effective reservoir operation
and canal operation, incorporating
rule-curve based reservoir operation,
seasonal irrigation planning, scheduling
distributary operations, flow simulation
and monitoring |
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A
database management system for maintaining
the master data and operational data
of the system |
Phase
II involved:
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Development of a comprehensive canal
management system including a gate
control system for selective control
of hydraulic structures on the main
canal |
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Design and development of a centralised
decision support system coupled with
the telemetry and control system |
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Integration of the system implemented
in phase I with the phase II system,
to enhance the decision support system
and effectively operate the reservoirs
and canal systems as planned |
IT-based
system
The IT-based system implemented in phase
I consists of two sub-systems - a telemetry
system and an irrigation management system.
The former acquires real-time hydro-meteorological
data from various remote terminal units
(RTUs) through a VHF communication network.
Constructing rule curves for the reservoir
at various dependability levels, based
on historical data, enables operation
and monitoring of the reservoirs.
The
system prepares seasonal preliminary irrigation
programmes (PIP), to estimate the irrigation
requirements under different distributaries
/ minors / outlets, apart from estimating
weekly crop water requirements. It also
schedules off-take, using optimisation
techniques to minimise operational losses.
Assuming a steady state flow, the system
calculates water levels and flows at identified
locations, control structures and off-take
gate settings, and monitors canal flows.
In addition, the system maintains configuration
data, as well as promptly generates management
reports.
The
enhanced system in phase II extends the
scheduling of the main canal to branch
/ distributary level. Flow simulations
are generated for both steady state and
unsteady state flow conditions. An automatic
gate control system has been implemented
at identified cross-regulators and the
head-regulator. System management is extended
to the sub-divisional and sectional levels.
The system also provides information about
the revenue aspects of the project.
Telemetry
system: Phase I
The telemetry system acquires real-time
canal level data, reservoir level data
and hydro-meteorological data from various
remote stations across a command area
of 90,000 hectares, through a VHF communication
network.
| Length
of canal |
201
km
|
| Number
of control structures |
5
|
| Number
of remote stations for telemetry |
| Canal
water level |
8
|
| Reservoir
water level |
3
|
| River
gauging |
2
|
| Agro-met
stations |
2
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| Rainfall
monitoring stations |
2
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Geographical
Distribution of Telemetry Sites in Phase
I

Telemetry system:
Phase II
Includes centralised control of selected
cross-regulators on the canal from the
central control station. The system collects
real-time data about the command area
climate, river and canal flow from selected
remote locations and reservoir level data
at a user-defined time interval. The decision
support system is coupled with automated
control of selected control structures,
for an identified sub-command.
| Length
of canal |
201
km
|
| Number
of control structures |
5
|
| Number
of remote stations for telemetry |
| Cross-regulator
control sites |
4
|
| Head-regulator
control sites |
1
|

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