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
4. As the berm formed is not likely in any case to be perfectly
straight, and as subsequent additions to it will be difficult, while
trimming it will be easy, the bushes should extend slightly beyond the
line of the proposed berm. Care should be taken that the lower branches,
which cannot be seen when once submerged, are long enough.
5. The branches should be piled up to above water-level, so that, as
they settle, they will assume the position desired, but to lay them high
above full-supply level on the slopes is useless and wasteful. If the
pegs have to be driven at a high level, the branches should be attached
to them by thin ropes or twine. Long pegs standing up high above the
ground are also wasteful. The pegs should as far as possible be kept in
line and their heads at one level.
6. If bushing is begun during low supply, it need not, at first, extend
up to full-supply level. More branches, freshly cut, can be added as the
supply rises. In any case it is generally necessary to make some
additions to bushing from time to time, and this should be explained to
contractors and others when fixing the rates.
7. If the trees from which branches are cut are in desirable places, the
branches should be cut with judgment; but where trees are in places
where they should not be (_e.g._, on the inside slopes of the channels),
all the branches may be cut off. The trunk may be left temporarily in
order to supply more branches.
APPENDIX F.
ESCAPES.
(See page 9.)
There are no definite rules regarding the capacity of the escapes to be
provided on a canal. On some canals in dry tracts of country the
discharging power of the escapes is a mere fraction of that of the
canal. In other cases it is about half that of the canal. In a district
liable to heavy rain an escape, say at a point where a canal divides
into branches, should be able to discharge about half of the main canal
supply. On branches, escapes, if provided at all, usually discharge into
reservoirs, and their period of working is very limited: it may be only
twenty-four hours.
On distributaries, escapes are seldom provided. It has been suggested,
in connection with modules, that the people irrigating from each
watercourse should be responsible for disposing, by means of it, of a
certain quantity of surplus water. This would be too rigid a rule. On
some watercourses there is much waste land or land under rice
cultivation; in such cases surplus water can be passed off without
damage. The canal subordinates are fully cognisant of such cases, and
they arrange accordingly. In other cases surplus water would do some
damage; but on nearly every distributary the full supply, even when
there is no demand for water, can be got rid of for a few hours, or even
more, without a breach occurring.
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