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 a distributary passes through land which is irrigated from wells,
it frequently cuts through the small watercourses which run from the
well to the fields. In such cases, either a syphon or a supplementary
well is provided at Government cost. If several watercourses, all from
the same well, are cut through, it is generally possible to combine them
for the purpose of the crossing. The wishes of the cultivators in this
matter are met as far as possible.
The procedure as regards laying out the line on the ground, digging
trial pits, correcting the line and preparing the estimate are the same
as for the case of a canal.
[Illustration: FIG. 13.]
10. =Best System of Distributaries.=--Let AB (Fig. 13) represent a
portion of a distributary, the irrigation boundary CD being two miles
from AB. In order to irrigate a rectangular plot ACDB, the main and
branch watercourses would be arranged somewhat as shown by the full and
dotted lines respectively. Generally, the whole supply of the main
watercourse would be sent in turn down each branch, the other branches
being then dry. The average length open is AGE. The ends of the branches
lie on a line drawn say 200 feet from the lines BD and DC, since it is
not necessary for the watercourses to extend to the outside edges of the
fields. Within the field there are small field watercourses which
extend to every part of it. By describing three rectangles on AC, making
AB greater than, equal to and less than AC, it can be seen that the
average length of watercourse open is least--relatively to the area of
the block--when AB is equal to AC, i.e., when the block served by the
watercourse is square as in the figure. If AB is 4 times AC, the average
length of watercourse open is increased--relatively to the area of the
block--in about the ratio of 3 to 2. Moderate deviations from a square
are of little consequence.
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