River and Canal Engineering, the characteristics of open flowing streams, and the principles and methods to be followed in dealing with them. — John Shaqi
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
In a natural stream flowing from hilly country to a lake or sea, the
slope is steepest at the commencement and gradually flattens. There
is thus a tendency for the bed to rise except at the mouth of the
stream. This rising tends to increase the slope and velocity in the
lower reaches, and this again enhances the tendency, described in the
preceding article, of the stream to increase in tortuosity.
When a silt-bearing stream overflows its banks the depth of water on
the flooded bank is probably small and its velocity very low, and a
deposit of silt takes place on the bank. When the deposit has reached
a certain height it acts like a weir on the water of the next flood,
which flows quickly over it and, instead of raising it higher, deposits
its silt further away from the stream. In this way a strip of country
along the stream gradually becomes raised, the raising being greatest
close to the stream. The country slopes downwards in going away from
the stream. In other words, the stream runs on a ridge. If the bank
becomes raised so high that flooding no longer occurs, the raising
action ceases, but if, as is likely in alluvial country, the bed of the
stream also rises, the action may continue and the ridge become very
pronounced.
Some rivers have very wide and soft channels which are only filled
from bank to bank in floods, if then. The deep stream winds about in
the channel, and the rest of it is occupied by sandbanks and minor
arms. The winding is the result of the velocity being too great for
the channel. The streams, especially the main stream, constantly shift
their courses by scouring one bank or the other. Now and then the main
stream takes a short cut, either down a minor arm or across an easily
eroded sandbank. This is a very different matter from a short cut
across high ground. The sandbanks receive deposits of silt in floods,
but are constantly being cut away at the sides. Such rivers frequently
erode their banks to an extraordinary extent. The Indus sometimes cuts
into its bank 100 feet or more in a day, and it may cut for half a mile
or more without cessation. The tortuosity of such a stream increases as
it gets nearer the sea. The actual length of the Indus in the 400 miles
nearest the sea is 39 per cent. greater than its course measured along
the bank. In the reach from the 600th to the 700th mile from the sea,
the difference is only 3 per cent. For a detailed description of some
such rivers, see _Punjab Rivers and Works_.
Sometimes general statements are made regarding silting or scour in
connection, for instance, with a stream which is confined between
embankments or training walls, or has overflowed its banks or is held
up by a weir. It is impossible to say that any such condition, or any
condition, will cause silting or scour, unless the velocity depth and
silt charge are known.
CHAPTER V
METHODS OF INCREASING OR REDUCING SILTING OR SCOUR
Public-domain text, read in full here on John Shaqi.
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