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
Generally the best method to adopt in a closure is to cover the bed
of the channel beforehand--unless it is already hard enough--with a
mattress or floor, such that it cannot be scoured as the gap closes.
A floor may consist of a number of stones or sandbags dropped in from
boats or by any suitable means, and placed with care so that there
shall not be gaps or mounds. Sandbags should be carefully sewn up. A
mattress may be made of fascines laid side by side and tied together,
floated into position, weighted and sunk. Even a carpet made of matting
or cloth and suitably weighted has sufficed in some cases. If the
scour is likely to be such that stones or sandbags will be carried
away, the stones may be placed in nets, baskets, or crates. Sandbags
may also be placed in nets. Probably the long rolls of wire-netting
filled with stones, described in CHAP. VI., _Art. 3_, would be better
than anything, and the diameter could be reduced somewhat. The floor or
mattress need not usually extend right across the stream. It must cover
a width much greater than--perhaps twice as great as--the width of the
gap is likely to be when scour begins. Its length, measured parallel
to the direction of the stream, must be such that severe eddies in
the contracted stream will have ceased before the stream reaches its
downstream edge. It need not extend to any considerable distance
upstream of the line of the dam.
The dams when started from the banks can generally be of simple earth
or gravel, or loose stones, but before they have advanced far they
will probably require protection at the ends by stones, or by staking
and brushwood, or by fascines. As soon as the dams have advanced well
onto the mattress and their ends have been well protected, it is best
to cease contracting the stream from the sides and to contract it
from the bottom by laying a number of sandbags across the gap so as to
form a submerged weir. In this way the rush of water is spread over
a considerable width of the stream. The weir is then raised until it
comes up above water. Leakage can be stopped by throwing in earth, or
gravel, or bundles of grass on the upstream side. Sometimes it is best
to construct the mattress over the whole width of the stream, and to
effect the closure entirely by a weir, carrying each layer right across
before adding another. The banks of the stream, if not hard, can be
protected by sandbags, stones, staking or fascining.
Public-domain text, read in full here on John Shaqi.
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