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 — John Shaqi
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 question of duty is one which if not carefully considered, may cause
some confusion. A canal and branches, having been designed with certain
assumed duties and with discharges based on certain values of N in
Kutter’s co-efficient, have, let it be supposed, been constructed to a
greater or less extent. When the time comes for constructing the
distributaries, the engineers concerned may have different ideas, based
on later experience, as regards the probable duty and the most suitable
value of N. If they design the distributaries with a higher duty and a
lower value of N, it is obvious that they can provide more
distributaries than at first designed, or can increase their lengths. In
either case they would provide for an increased commanded area. If they
do not do this, they ought to adhere to the values at first proposed,
thus making the channels larger than, according to their ideas, would be
necessary. These larger channels will be able to do more irrigation, by
an increase, not in the commanded area, but in the proportion of it
which is irrigated. Any other course would result in the canal carrying
more water than could presumably be used by the distributaries. Again,
the question how the assumed duty was arrived at may need consideration.
It may have been arrived at by taking the duty figures of some existing
canal, based on discharge figures which were the result, not of observed
but of calculated discharges, and if the calculations were based on a
value of N which experience has proved to be wrong, a correction is
obviously needed. Many mistakes of the kinds indicated above have been
made, not perhaps in the case of a project which has been recently got
up and is then quickly carried out in its entirety, but in one which is
carried out slowly or after a long period has elapsed or in one which
consists of extensions of an existing system. So great, however, is the
elasticity of a channel--by which is meant its capacity for adapting
itself to varied discharges, a small change in the depth of water
causing a great change in the discharge--and so considerable has been
the uncertainty as to the real duty to be expected, that any mistakes
made have not usually resulted in any serious trouble.
[Illustration: BIFURCATION AT TAIL OF CANAL.
The Distributaries have Gates and Winches.
_To face p. 41._]
Public-domain text, read in full here on John Shaqi.
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