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
1. =Preliminary Remarks.=--Most important works which affect the régime
of a stream have some effect on its silting or scouring action, but
this is not generally their chief object. Such works will be dealt
with in due course, and the effects which they are likely to produce
on silting or scouring will be mentioned. In the present chapter only
those works and measures will be considered whose chief object is to
cause a stream to alter its silting or scouring action. It does not
matter, so far as this discussion is concerned, whether the object
is direct, _i.e._ concerned only with the particular place where the
effect is to be produced, or indirect, as, for instance, where a stream
is made to scour in order that it may deposit material further down the
stream. The protection of banks from scour is considered in CHAP. VI.
Dredging is dealt with in CHAP. VIII.
2. =Production of Scour or Reduction of Silting.=--Sometimes the silt
on the bed of a stream is artificially stirred up by simple measures,
as, for instance, by scrapers or harrows attached to boats which are
allowed to drift with the stream, or by means of a cylinder which has
claw-like teeth projecting from its circumference and is rolled along
the bed, or by fitting up boats with shutters which are let down close
to the bed and so cause a rush of water under them, or by anchoring
a steamer and working its screw propeller. It is thus possible to
cause a great deal of local scour, but the silt tends to deposit again
quickly, and it is not easy to keep any considerable length of channel
permanently scoured. The system is suitable in a case in which a local
shallow or sandbank is to be got rid of and deposit of silt a little
further down is not objectionable. It may be suitable in a case in
which the bed is to be scoured while a deposit of silt at the sides of
the channel is required, especially if some arrangement to encourage
silt deposit at the sides is used (_Art. 3_, par. 4; also CHAP. VI.,
_Art. 3_).
Holding back the water by means, for instance, of a regulator or
movable weir, and letting it in again with somewhat of a rush, will,
if frequently repeated, have some effect in moving silt on in the
downstream reach. Regarding the upstream reach, it has been remarked
(CHAP. IV., _Art. 3_) that a weir does not necessarily cause silt
deposit. If, in a stream which does not ordinarily silt, a regulator or
movable weir causes, when the water is headed up, some silt deposit,
the cessation of the heading up not only removes the tendency to silt,
but the section of the stream, at the place where the deposit occurred,
is less than elsewhere, and there is thus a tendency to scour there. If
a regulator is alternately closed and opened, no permanent deposit of
much consequence is likely to occur.
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