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
If a channel contains a weir, or a local raised portion of bed forming
a kind of submerged weir, or a contracted place or narrow bridge, the
upstream water-level can be lowered by simply removing or reducing the
obstruction. The lowering of the water-level will be greatest at the
site of the obstruction, and will be zero at some point far upstream
(_Hydraulics_, CHAP. VII., _Art. 5_). If the raised portion forms a
long shoal, its removal--supposing its height above the general bed to
be the same--will have more effect than if it were short. If the height
of the raised portion is small compared to the depth of water, or the
amount of contraction small compared to the width of the stream, the
removal may have much less effect than might appear (CHAP. I., _Art.
4_).
In soft soils one advantage of the straightening system for lowering
the water-level is that short-cuts can be dug to a small section, and
left to enlarge themselves (CHAP. VII., _Art. 1_).
Another advantage is that after any diversions have enlarged themselves
to the size of the rest of the channel--or have originally been so
excavated--the whole channel may scour, and the water-level continue to
fall. This, of course, should be allowed for if likely to occur.
The same thing may occur in the case of the removal of a weir, shoal,
or contracted piece of channel. The scour will act at first close to
the site of the obstruction, but it may work upstream.
In widening or deepening a channel for the purpose of mitigating
floods, it is a good plan to begin work at the downstream end, because
the lowering of the water-level will extend upstream beyond the reach
in which work is done, and this may facilitate work further upstream.
As regards any tendency for a widened reach to silt up again, any such
silting is not likely to be great in a short period of time, and need
not prevent the carrying on of work in various reaches, if this is
convenient.
7. =Flood Embankments.=--A flood embankment may be close to the edge
of the river or it may be set back. If set back it need not follow all
the windings of the stream. The setting back of an embankment gives
an increased waterway to the stream during floods, and therefore a
lower flood-level, but the effect of this is trifling in cases where
the depth of the water on the flooded land is small, especially if
such land is covered with vegetation, or is otherwise much obstructed.
Setting back is generally necessary in cases where the stream is
liable to erode the banks to any considerable extent. In such a case
the embankment should not be so near to the river as to be in much
danger from erosion, but the ground, as already stated (CHAP. IV.,
_Art. 9_), generally falls, in going away from the river, so that when
an embankment is set well back it is in lower ground, more expensive
and more liable to breach. The most suitable alignment is a matter
of judgment, and depends largely on the extent to which the river is
likely to shift.
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