A canal is an artificial channel
constructed to convey water from rivers, reservoirs, etc. for several purposes
like power generation, navigation, irrigation, etc. Canals are classified into
different types based on factors such as nature of supply source, functions,
type of boundary surface, financial output, discharge capacity and alignment of
the canal.
Classification of Canals based on
Different Factors
Canals are
classified into different types based on factors which are as follows:
1.
Based on the nature of the supply
source
2.
Based on functions
3.
Based on the type of boundary
surface soil
4.
Based on the financial output
5.
Based on discharge
6.
Based on canal alignment
Based on the Nature of Supply Source
1.
Permanent Canal
2.
Inundation Canal
1. Permanent Canal
A Permanent canal
is a type of canal in which water is available throughout the year. This type
of canal is generally directed from a permanent source of supply water bodies.
Several Permanent hydraulic structures are constructed in this type of canal
for water regulation and distribution. A Permanent canal can also be called as
a perennial canal.
2. Inundation Canal
Inundation canal is
a type of canal in which water is available only during the flood periods. These
type of canals are taken off from rivers to control the water level in rivers
during floods. A canal head regulator is provided to regulate the flow into the
canal.
Based on Functions of Canal
1.
Irrigation canal
2.
Power canal
3.
Feeder canal
4.
Carrier canal
5.
Navigation canal
1. Irrigation canal
A canal aligned
along the boundaries of cultivatable areas in order to supply water for the
purpose of agriculture is said to be an irrigation canal.
2. Power canal
A canal constructed
especially for the generation of hydraulic power is termed as power canal.
3. Feeder canal
As the name says, a
feeder canal is constructed to feed two or more other canals or branch canals.
4. Carrier canal
A carrier canal is
multi-function canal which serves the purposes of both irrigation canal and
feeder canal. It means the carrier canal feeds the other canals as well as
provides water for direct irrigation.
5. Navigation canal
A canal which is
constructed especially for navigational purposes is known as navigation canal.
The water level required in a navigation canal is generally a lot higher to
accommodate large ships, vessels, etc.
Based on Type of Boundary Surface of
Canal
1.
Alluvial canal
2.
Non-alluvial canal
3.
Rigid Surface canal
1. Alluvial canal
If the canal is
excavated in alluvial soils such as silt, sand, gravel, etc. then it is said to
be an alluvial canal.
2. Non-alluvial canal
If the boundary
surface of the canal is of non-alluvial soils such as loam, clay, rock, etc.
then it is said to be a non-alluvial canal.
3. Rigid Surface canal
Rigid surface
canals also come under non-alluvial canals but here the boundary surface of the
canal is lined artificially with a hard layer of lining material such as
cement, concrete, stones, etc.
Based on Financial Output
1.
Protective canal
2.
Productive canal
1. Protective Canal
Protective canals
are relief work projects which are constructed to protect a particular area
from the shortage of water. The main objective of a protective canal is to
fulfill the requirements of cultivators during the period of famine.
2. Productive Canal
Productive canals
are those which will produce enough revenue for its maintenance and running
costs and also to recover the initial investment made on the construction of
the canal. It is said to be good if it recovers 6% of its initial investment
per annum.
Based on Discharge
1.
Main canal
2.
Branch canal
3.
Major distributary canal
4.
Minor distributary canal
5.
Field canal
1. Main canal
The main canal
takes off directly from a river or reservoir. It carries water in large amounts
to feed the branch and distributary canals. Due to conveying of very high
discharge through the main canal it is not recommended to do direct irrigation
from it.
2. Branch Canal
The branch canal
takes off from main canals at regular intervals. These canals supply water to
major and minor distributary canals. The discharge of the branch canal is
generally over 5 m3/sec. In the case of branch canals also, direct
irrigation is not recommended unless their water carrying capacity is very low.
3. Major Distributary Canal
Major distributary
canal takes off from the branch canal or in some cases from the main canal.
They supply water to minor distributaries and field channels. A canal is said
to be major distributary when its discharge lies between 0.25 to 5 m3/sec.
4. Minor Distributary Canal
Minor distributary
canal takes off from major distributaries and sometimes directly from branch
canals depending upon the discharge of canals. Their discharge is generally
below 0.25 m3/sec. These canals supply water to the field channels.
5. Field Channels
Field channels also
known as watercourses are small channels excavated by cultivators in the
irrigation field. These channels are fed by the distributary canals and branch
canals through canal outlets.
Based on Canal Alignment
- Ridge canal
- Contour canal
- Side-slope
canal
1. Ridge Canal
A canal aligned
along the ridgeline or watershed line of an area is said to be ridge canal or
watershed canal. Since it is running at the peak altitude of the area,
irrigation on both sides of the canal up to a larger extent of the area is
possible. There is no interception of natural drains on ridge lines hence, no
cross drainage works are required for this type of canal.
2. Contour Canal
A canal aligned
roughly parallel to the contours of the area is called a contour canal. This
type of canal can be seen in hilly regions. Since it is parallel to the contour
line, the ground on one side of the canal is higher and hence irrigation is
possible only on the other side of the canal. A contour canal has to pass the
drainage and hence cross drainage works are required to be provided.
3.
Side-slope Canal
A canal aligned nearly perpendicular to the contour of the area is
called a side-slope canal. It is located neither on the ridgeline nor on the
valley line but is approximately in between them. It is parallel to the natural
drainage line and hence no cross drainage works are required. The bed slope of
side slope canal is very steep.
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