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. =Losses of Water.=--When water flows or stands in an earthen channel
or tank, or is spread over a field, losses occur from evaporation,
percolation and absorption. Of these, absorption is by far the most
important and, unless the contrary is stated or implied, it will be
taken to include the others. The losses by evaporation are very small.
The loss by evaporation from the surface of the water, even in the hot
season in India when a hot wind often blows, does not exceed half an
inch in 24 hours and on the average in India is only about a tenth of an
inch in 24 hours.
[Illustration: FIG. 3.]
Percolation and absorption are described as follows by Beresford in
_Punjab Irrigation Paper_, No. 10, “The Irrigation Duty of Water.”
Percolation consists in flow through the interstices of boulders,
shingle, gravel or coarse sand. The flow is similar to that in pipes.
The water percolating into the soil from a channel, extends downwards
and spreads outwards as it descends. None of it goes upwards. In fine
sand and ordinary soil the interstices act like capillary tubes. The
water is absorbed as by a sponge and it remains in the soil by virtue of
capillarity. Owing to the combined action of capillarity and gravity the
water spreads in the manner shown by the dotted lines in Fig. 3. The
amount of absorption from a channel will be greater the greater the area
of the wetted surface. In a high embankment with narrow banks, the
absorption ceases when the water reaches the outer slopes, except in so
far as it is evaporated from the slopes. Moreover high embankments are
generally in clayey soil. If banks of sand are constructed on a layer of
clay (Fig. 4.) and well rammed, the absorption ceases as soon as the
banks are saturated and the channel then holds water as well as any
other except for evaporation from the outer slopes, but if the bed and
subsoil are also of sand the absorption of the water will be far
greater. Absorption ceases when the water extends nearly down to the
level of the subsoil water, i.e., to a point where the effect of
absorption from above plus gravitation is equal to the effect of
absorption from below minus gravitation. If a bottle is filled with
water and a small sponge jammed into the neck and the bottle turned
upside down, the sponge becomes saturated but no water will be given
out. But if a dry sponge is placed in contact with the wet one it will
absorb moisture until saturated.
[Illustration: FIG. 4.]
It is known that the loss of water is greatly influenced by the nature
of the soil. When water is turned into a dry channel or onto a field,
the loss is at first great. It decreases hourly and daily and eventually
becomes nearly constant, tending to reach a fixed amount when the water
extends down to nearly the level of the subsoil water. Observations made
by Kennedy on loamy fields near the Bari Doab Canal in India showed that
on a field previously dry the rate of absorption is given by the
equation
_y_ = ·0891_x_^{·86.}
Public-domain text, read in full here on John Shaqi.
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