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
11. =Outlets.=--The top of the head and tail walls of an outlet are
level with the F.S. levels in the distributary and watercourse
respectively. The steps in the head wall enable the cultivators to go
down either to stop up the outlet or to remove any obstruction. The
stepping is arranged so as to fall inside the side slope ultimately
proposed. It is usual, in some places, to have the entrance to the
“barrel” of the outlet made of cast iron. The cast iron pieces are made
of various standard sizes. This to some extent prevents the “barrel”
being built to a wrong size. A discrepancy between the size of the
masonry barrel and that of the iron would be noticed, but if the masonry
barrel is built too large the iron head does not always restrict the
discharge. The action is the same as in a “diverging tube” well known in
hydraulics.
For sizes up to about 50 or 60 square inches the barrel should be nearly
square. For larger sizes the height should exceed the width. Up to
about 100 or 120 square inches the width can be kept down to 7 or 8
inches so that an ordinary brick can be laid across to form the roof.
For larger outlets the height can be from 1·5 to 3 times the width, and
the roof can be made of large bricks, concrete blocks or slabs of stone
or of a flat arch of brickwork or by corbelling, but in this last case
there should be two complete courses above the top of the outlet. The
less the width the cheaper the roof, the easier the adjustment of size
and the less the tendency to silt deposit during low supplies. If pipes
are used they should be laid in concrete. If cast iron head pieces are
to be used there should be several sizes of one width and the widths of
the masonry outlets should be made to suit these widths.
A masonry outlet is not generally built till the watercourse has been
sometime in use. The exact position of the outlet should then be so
fixed that the watercourse shall run out straight or with a curve and
should not be crooked.
The width between parapets should be, for a driving road or one to be
made into such, 10 ft. (if the bank is wider, it should be narrowed just
at the outlet site) and for a non-driving road, 8 feet to 3 feet
according to the ultimate width of the bank. Earth backing should be
most carefully put in and rammed, otherwise a breach may occur and the
outlet be destroyed.
Various attempts have been made to provide gates or shutters for
outlets. The chief result has been trouble and increased cost. If
grooves are made and shutters provided, the shutters are soon broken or
lost by the people. Hinged flap shutters are objectionable because they
are often closed by boys or by malicious persons or by neighbours who
wish to increase the supply in their own outlet. The cultivator, when he
wishes to reduce the supply or to close the outlet, can easily do this
by obstructing the orifice with a piece of wood or an earthenware vessel
or a bundle of brushwood or grass.
Public-domain text, read in full here on John Shaqi.
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