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
When the discharge of the canal exceeds 3,500 c. ft. per second there
is, when B and C are receiving water, a second residuum, which goes to
A. Tables can be worked out for several discharges of the main canal,
but it is the minimum discharge which is the most important factor in
the case. The minimum discharge, or something very near it, generally
lasts through about half the crop, and it is when the supply is at a
minimum that care and justice in the distribution are most needed.
The chief objection to the arrangements above described is that the
surplus to be sent down one channel or another is sometimes so small
that it must be to a great extent wasted. The best means of preventing
this is to have the discharge tables, including one for the main canal
at some point higher up than the trifurcation, constantly corrected. In
that case, it is known under what circumstances a small surplus will
occur, and the orders can be modified so as to prevent its occurrence.
The orders will of course be more complicated, and will have to be dealt
with by an engineer and not a gauge reader.
The turns, once satisfactorily arranged, may go on for years without
alteration. They may require altering if any branch is found, in the
course of time, to be doing worse than or better than the others, though
the correction can probably be made by altering the full supply gauge.
The turns of the branches having been arranged, it remains to settle
those of the distributaries. The total available discharge being, as
before, assumed to be rather more than one-third of the full supply
discharge, each distributary taking off from the main canal, where it is
not possible or not desirable to regulate the height of the water level
in the canal, can be run with full supply for four or five days out of
each fortnight, and then closed. Whether it be four days or five may
often depend on special circumstances such as whether the distributary
is doing well or otherwise. If necessary the full supply can be
adjusted. When the canal supply increases the four or five days can be
increased.
Public-domain text, read in full here on John Shaqi.
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