River and Canal Engineering, the characteristics of open flowing streams, and the principles and methods to be followed in dealing with them.Bellasis, E. S. (Edward Skelton)
Science
River and Canal Engineering, the characteristics of open flowing streams, and the principles and methods to be followed in dealing with them.
Bellasis, E. S. (Edward Skelton)
Canals; Hydraulic engineering; Rivers
The quantity of silt present at various depths can be found by pumping
specimens of water through pipes. At each change of depth the pipe,
delivery hose, etc., should be cleaned. Allowance must be made for the
velocity of ascent of the water up the pipe. Suppose this to be 1·4
feet per second. Then the velocity of sand of class (·2) would be 1·2
feet per second, and the quantity of sand actually found in the water
would have to be increased by one-sixth.
5. =Quantity and Distribution of Silt.=--The quantity of silt present
in water varies enormously. Fine mud, even though sufficient to
discolour the water, may be so small in volume that it only deposits
when the water is still, and even then deposits slowly. In the river
Tay, near Perth, the silt was found to be ordinarily 1/10,000 of the
volume of water, and at low water only 1/28,000. In the river Sutlej at
Rupar, near where it issues from the Himalayas, the silt in the flood
season is extremely heavy. Out of 360 observations, made at various
depths, during the flood seasons of four successive years, in water
whose depth ranged up to 12 feet, the silt was once found to be 2·1
per cent. by weight of that of the water. It was more than 1·2 per
cent. on four occasions, and more than 0·3 per cent. (or 3 in 1000)
on sixty-four occasions. Generally about one-half of the silt was
clay and sand of classes finer than (·10), about one-third was sand
of class ·1/·2, and the residue was sand of class ·2/·3. The sand of
the river Chenab is generally coarser than that of the Sutlej. There
are very great differences in the degree of coarseness of river sand.
The sand in any river becomes finer and finer as the gradient flattens
in approaching the sea. Sea sand has been found to be of class (·20).
In the Sirhind Canal, which takes out from the Sutlej at Rupar, the
maximum quantity of suspended silt observed in the four flood seasons
was 0·7 per cent., on one occasion out of 270, and it exceeded 0·3 per
cent. on twenty-five occasions. About 80 per cent. of the silt was clay.
In another part of the paper quoted, it is stated that the silt
suspended in the canal water averaged, during the whole of one flood
season, about 1/1700 of the volume of the water. This would be about
1/1200 by weight. The silt deposited in the bed of the canal, in a
period of a few days, was sometimes as much as 1/1000 of the water
which had passed along, and occasionally as much as 1/500. It was
nearly all sand, only about 3 per cent. being clay. Silt of classes
finer than (·1) gave no trouble, and were to be eliminated in future
investigations. In a canal, as in a river, the sand on the bed becomes
finer the further from the head.
Public-domain text, read in full here on John Shaqi.
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