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 Stoney’s sluice gates a set of rollers is interposed between the
gate and the groove. The rollers are suspended from a chain, one end
of which is attached to the top of the gate and the other end to the
groove. The rollers thus move up or down at half the rate of the gate,
and some of them are always in the proper position for taking the
pressure. Escape of water between the gate and the groove is prevented
by a rod which is suspended on the upstream side of the gate close
to its end, and is pressed by the water against the pier. Stoney’s
sluice gates, with spans ranging up to 30 feet, have been used on the
Manchester Ship Canal for the sluices by which the water of the river
Weaver is passed across the canal, and at locks for passing the flood
waters of the Irwell and Mersey down the canal. The gates are balanced
by counterweights.
Frame weirs,[13] used chiefly on rivers in France but also in Belgium
and Germany, are a modification of the needle and plank arrangements
above described. For the masonry piers there are substituted iron
frames or trestles, which are hinged at the floor-level so that, when
the timbers have been removed, the frame can be turned over sideways
and lie flat on the floor, thus leaving the waterway absolutely clear
from side to side of the stream. The foot-bridge which rests on the
frames is removed piece by piece. The frames are raised again by means
of chains attached to them. In order that the frames may not be too
heavy they are spaced 3 to 4 feet apart, or very much nearer than when
masonry piers are used. Horizontal planks can thus be used of shorter
lengths than the needles, and they can be made up into greater widths
so that the leakage is less.
A further modification consists in placing the bridge platform above
flood-level, and in hinging the frames to it instead of to the floor.
The frame turns about a horizontal axis parallel to the length of the
weir. A weir of this kind can be used for greater depths of water than
the ordinary frame weir.
In some cases the horizontal planks are connected together by hinges so
that they form a “curtain.” The curtain is raised by rolling it up by
means of a traveller. It admits of rapid and accurate adjustment of the
water-level, but there is considerable scouring action below a curtain
when it is somewhat raised.
[Illustration: FIG. 43.]
Public-domain text, read in full here on John Shaqi.
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