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
roadway or pouring over it. It is understood that the bridge was
destroyed by the flood of 1885.
This case shows the necessity for making every possible allowance in
calculating flood discharges for important works. The smallness of
the discharge, as calculated from the cross-section of the stream,
was probably owing to its being dry when the survey was made, so that
the velocity could not be observed, but it is probable that such a
discharge as wrecked the aqueduct had never before passed down the
stream.
4. =Prediction of Floods.=--At any place high up on the course of a
stream, the occurrence of a flood can often be predicted when rain
storms--often accompanied in the tropics by lightning--can be seen to
be occurring towards the sources of the stream. For any station lower
down the stream and for precise information in any case, the readings
of gauges higher up the stream can be telegraphed. If the station is at
a great distance from the gauge and if there is railway communication,
the readings can be sent by post.
In order to be able to predict the time of the arrival of a flood at
the lower station the reading of a gauge there, and also of that at the
upper station, should be taken at frequent intervals. In the case of
large rivers and distances of hundreds of miles, the interval may be
six or even twelve hours, but in other cases it should be much less.
If the readings are plotted, as in fig. 56, oblique lines can be drawn
to connect the saliences and depressions, and the time taken by each
change can thus be readily seen. When the upper part of the stream is
formed by two or more important tributaries there should be a gauge in
each.
As to what constitutes a flood, the gauge diagram of a river (fig.
56) is generally such that a line can be sketched as shown dotted.
The rises above this line are floods. The maximum flood discharge of
a Northern Indian river is estimated roughly as being 100 times the
low-water discharge. Leslie’s rule for floods in the British Isles
is that if all the daily discharges of a stream during the year are
ranged in order of magnitude, the discharges of the upper quarter are
considered to be floods.
[Illustration: FIG. 56.]
In India it is sometimes arranged that a telegram shall, in the
low-water stage of the river, be sent from the upper station when a
rise of 2 feet occurs in twenty-four hours or any less period, with
a further telegram for any such subsequent rise. The telegram states
the exact reading on the gauge and whether the water is rising steady
or falling. This is given as indicating the procedure that may be
followed where the telegraph has to be used, but when long and frequent
telegrams are not desirable.
Public-domain text, read in full here on John Shaqi.
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