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
It was stated in Chapter II. that the construction of masonry outlets on
a distributary is not usually a final settlement of the matter. In many
cases a proper proportion of water does not reach the tail. Even in such
a case matters have occasionally been left alone, or the old and
pernicious system of closing the upper outlets has been resorted to. In
such circumstances the irrigation of a group of tail villages will be
found to be less than that of a group higher up, the people to some
extent acquiescing in the old idea that a tail village must be a
sufferer. Government, or at least the Irrigation Department, has no
particular direct interest in the matter. The total area irrigated, will
probably be very much the same in any case. But an engineer who takes an
interest in this part of his work will not allow matters to remain long
in the state described. He will, of his own accord, adjust the outlets
and equalise, as far as possible, the irrigated percentages. The people
will disturb matters to some extent by enlarging watercourses, but there
is a limit to this and it can be met by an occasional reduction of an
outlet. A distributary, when once its outlets have been carefully
adjusted, attains to something approaching perfection in its working.
Any excess in the supply is taken partly by the upper outlets but part
of it gets to the tail. Similarly any deficiency in the supply is
distributed over the channel. The outlets which have a poor command and
small head are most affected in either case. On the whole they do not
lose or gain more than the others. The working of such a distributary
causes great satisfaction to the engineer and not the least ingredient
in this is the knowledge that he has wholly destroyed the power of his
native subordinate.
In an inundation canal division in the Punjab, some dozen
distributaries, varying in length from 5 to 28 miles, and with
discharges ranging up to 300 c. feet per second, were dealt with as
above in one season. The engineer in charge being specially desirous
that sufficient water should reach the tails, reduced the sizes of some
outlets too much. When an outlet of 1 or 2 sq. feet has to be reduced to
a small fraction of its size it is not easy to say what the fraction
shall be. Water reached the tails of all the channels in sufficient
quantity, in some cases in rather more quantity than was necessary.
When the irrigation register was examined, it was found that the general
results were entirely satisfactory. In a small proportion of cases
outlets had irrigated too little and had to be re-enlarged somewhat.
After a second season hardly any changes were needed. When any silt
clearance or berm-cutting seemed necessary the irrigation register again
came into play. If, for instance the tail outlets, as a whole, were
receiving too little water, enlargement of the upstream reaches was
effected with consequent lowering of the water level there.
Public-domain text, read in full here on John Shaqi.
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