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RAMANUJ JALDHARIV Sem
CANAL IRRIGATION & DIVERSION HEAD
WORK
CANAL IRRIGATION & DIVERSION HEAD
WORK
INTRODUCTON
Canal
It is an artificial channel constructed on ground
to carry water to the field either from the River
or Tank or Reservoir.
Classification of Canal
Basis on Nature of Source of Supply
 Permanent Canal
 Inundation Canal
Basis on Financial Output
 Productive Canal
 Protective Canal
Classification of Canal
Basis on Function of Canal
 Irrigation Canal
 Carrier Canal
 Feeder Canal
 Navigation Canal
 Power Canal
Classification of Canal
Basis on Boundary Surface of Canal
 Alluvial Canal
 Non Alluvial Canal
 Rigid Boundary Canal
Difference b/w lined & Unlined
Canal
Regime Canal
A Canal is said to be in a state of regime
 If there is no sitting
 Velocity of water in channel is greater than
critical velocity.
Design of Unlined Canal
Unlined canal is designed by Two theories.
 Kennedy’s Theory
 Lacey’s Theory
Design of Unlined Canal
Unlined canal is designed by Two theories.
 Kennedy’s Theory
 Lacey’s Theory
Kennedy’s Theory
 Theory given in 1895.
 Kennedy has conducted experiments on a number of sites on
the upper Bari Doab canal system (At that time in Punjab
but now in Pakistan), made the observations as a result of
study of data over 30 years, as given below.
(a) Flowing water has to counter act some amount of friction
against the bed of the canal.
(b) Friction to the flowing water gives rise to vertical eddies
rising up smoothly to the surface from base of canal.
(c) Generation of eddies are responsible for keeping most of
the silt in suspension.
Kennedy’s Theory Design Steps
Kennedy’s Theory Design Steps
Kennedy’s Theory Design Steps
Kennedy’s Theory Design Steps
Kennedy’s Theory Drawbacks
Lacey’s Theory
 Given theory in 1939.
 Consider Kennedy’s theory drawbacks.
 States for regime condition of canal.
Lacey’s Theory
Lacey’s Theory
Lacey’s Theory
Lacey’s Theory
Lacey’s Theory Drawbacks
i. All formulae are empirical.
ii. True regime conditions cannot be easily achieved
in reality.
iii. Silt friction factor f varies on different factors.
iv. Characteristics of regime channel are not defined
precisely.
v. Concept of semi-elliptical c/s of a regime channel
has limited Acceptance.
vi. Perfect definitions of silt grade and silt charge are
not given.
Difference B/W Kennedy’s & Lacey’s
Theory
Any Query……???

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Design of Canal (Kennedy & Lacey Theory) & Diversion Headwork