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
The cost of lining a million square feet of channel with oil, cement and
puddle is estimated at Rs 30,000, Rs 27,500 and Rs 35,000 respectively.
Allowance has to be made for the fact that watercourses flow
intermittently, and that a lined channel gives no saving when it is not
in flow, also that extensions of canals might have to be undertaken in
order to utilise the water saved. After making these allowances it is
estimated, in the paper above quoted, that the saving effected by lining
a million square feet with oil, cement or puddle represents the interest
on a capital sum of Rs 69,300, Rs 81,250 and Rs 81,250 respectively, or
2 or 3 times the sums sunk in constructing the linings.
Hitherto the experiments have been carried out on a moderate scale, but
extensive operations are now being undertaken on the Lower Chenab
Canal, and possibly on others.
In cases where it is not desired to incur much expenditure, it may be a
good plan to construct watercourses to a cross section somewhat larger
than that ultimately desired. The silt deposited on the bed and sides
forms, in most cases, a more impervious lining than the original soil.
The same plan can be adopted in the tail portion of a distributary. In a
larger channel there would be less certainty that any deposit would take
place unless short lengths, at frequent intervals, were excavated to the
true or ultimate section, so as to form weirs and spurs; and even these
might not stand.
In Italy, in cases where the water naturally contains lime in
suspension, the beds of canals have become gradually watertight by the
deposit of lime in the channel.[53] In some cases lime has been
artificially added. It appears that a considerable period of time is
necessary for the process.
[53] Min. Proc. Inst. C. E. Vol. CXVI.
3. =Modules.=--A module is an appliance which automatically gives a
constant discharge through an aperture, however the water level on
either the upstream or downstream side of the aperture may fluctuate. In
an old and simple form of module there is a horizontal orifice in which
works loosely a tapering rod attached to a float. The water passes
through the annular space surrounding the rod. If the water level rises,
the rise of the float brings a thicker part of the rod to the orifice
and reduces the annular space. In another kind of module the water is
discharged through a syphon. If the water level alters, the syphon moves
in such a way that the head, or difference between the levels of its
two ends, remains the same. The great objections to modules are that
they are liable to get out of order or to be tampered with. A module
recently invented and patented by Gibb[54] has no movable parts, and is
not liable to these objections.
[54] For description see Appendix H.
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