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
Where _y_ is the depth of water absorbed in feet and _x_ is the time in
hours. The observations extended over eight days. Denoting by _c_ the
depth of water in feet absorbed in one hour, it was found that on a
field on which no rain had fallen for two months, _c_ was ·04 to ·05 but
on the second watering of the crop about a month later _c_ was ·02 to
·03 and about the same on a third watering. It was found that at the
first commencement the rate of absorption was much affected by the state
of the surface of the ground but that the effect was only temporary. The
losses were found to be as follows:
+------+--------------+---------------+
| DAY. |LOSS PER DAY. | LOSS PER HOUR.|
| | | (_c_) |
+------+--------------+---------------+
| | Feet. | Feet. |
| 1st | 1·36 | ·057 |
| 2nd | 1·13 | ·047 |
| 3rd | 1·07 | ·046 |
| 4th | 1·02 | ·043 |
| 5th | ·96 | ·041 |
| 6th | ·90 | ·037 |
| 7th | ·80 | ·033 |
| 8th | ·77 | ·032 |
| | Total 8·01 | |
+------+--------------+---------------+
In the eight days the total loss was almost exactly eight feet.
The losses by absorption in the various channels of certain canals has
been estimated to be as follows:--
---------------+-------+----------+-------+-----------+---------------
Channel. | Nature|Mean depth| Value | Loss per | Remarks.
| of | of water | of | Million |
| soil. | in | (_c_) |square feet|
| | Channel.| | of wetted |
| | | | surface. |
---------------+-------+----------+-------+-----------+---------------
| | Feet. | | c. ft. |
| | | | per sec. |
Main Line Upper|Shingle| 6 |·035 | 9·7 }|
Bari Doab Canal|and | | | }|
|Sandy | | | }|
|Soil | | | }|
| | | | }|Fairly reliable
Main Line |Sandy | 7 | | 9·0 }|estimates based
Sirhind Canal |Soil | | | }|on discharge
| | | | }|observations.
Branches Upper |Loam | |·0079 | 2·2 }|
Bari Doab Canal| | | | }|
| | | | }|
Branches |Sandy | | | 5·2 }|
Sirhind Canal |Soil | | | }|
| | | | |
Distributaries |Loam | |·012[4]|2·3 to 4·4}|
Upper Bari | | | | (average }|
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