Irrigation works : $b the principles on which their design and working should be based, with special details relating to Indian canals and some proposed improvementsBellasis, E. S. (Edward Skelton)
Science
Irrigation works : $b the principles on which their design and working should be based, with special details relating to Indian canals and some proposed improvements
Bellasis, E. S. (Edward Skelton)
Canals; Irrigation
Either before or after the culturable commanded area has been
approximately ascertained, the proportion of it which is to be irrigated
must be settled. This depends on local circumstances. In India the
supply of water is calculated on the supposition that a fraction,
generally from ¹⁄₃ to ³⁄₄, of the culturable commanded area will be
irrigated each year. The rest will be lying fallow or be temporarily out
of use or be used for crops which do not require canal irrigation. The
restriction of the area is necessary either because the supply of water
is limited or in the interests of the people. Too liberal a supply of
water tends, as already stated, to over cultivation, and exhaustion and
water-logging of the soil.
The next step is to estimate the duty and the discharge of the canal and
then to fix its main dimensions. In Northern India the duty in the rabi
is higher than in the kharif. It may be 200 acres in the rabi and 100
acres in the kharif. Local circumstances determine which crop has the
greater area. Suppose that it is estimated that both will be equal. Then
the total annual area for which water is to be provided must be divided
by two and this gives the kharif area. During the kharif there is
usually an ample supply of water and the kharif mean supply of the canal
is based on the kharif area and the kharif duty. The full supply is not
run all through the crop because the demand fluctuates, the demand being
greatest when all the crops have been sown and when there is no rain,
but from experience of other canals the ratio of the kharif full supply
to the kharif mean supply can be estimated. The ratio is generally about
1·25. On the kharif full supply depends the size of the channel, every
channel being constructed so as to carry a certain “full supply” or
maximum discharge and the top of the bank being made at such a height
that there shall be a sufficient margin or “free-board” above the “full
supply level.” The canal runs full provided that there is a sufficient
supply in the river or that the water level of the river is high
enough--this last condition referring to canals which have no weir in
the river--and provided also that there is a sufficient “demand” for the
water. At other times a canal runs with less than full supply. This
generally occurs throughout most of the rabi, the supply of water in the
river being then restricted. The distributaries are generally run full
or ³⁄₄ths full, some being closed, in turn, to give water to the others.
In the case of a country where there is only one crop in the year, the
average discharge of the canal can be found by dividing the area by the
estimated duty. The F.S. discharge can be assumed to bear such a
relation to the average discharge as may be found by experience to be
suitable. On some Indian inundation canals the F.S. discharge is taken
as twice the average discharge.
Public-domain text, read in full here on John Shaqi.
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