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
For this purpose any probable value of S will suffice.
5. =Discharge Curves and Tables.=--Ordinarily it will be possible,
by plotting the observed discharges as ordinates, the gauge readings
being the abscissæ, to draw a discharge curve and from it construct a
discharge table. Unless the channel is of firm material and not liable
to change, there are likely to be discrepancies among the observed
discharges, so that a regular discharge curve will not pass through
all the plotted points. If the discrepancies are not serious, they can
be disregarded and the curve drawn so as to pass as near as possible
to all the points, but otherwise trouble and uncertainty may arise.
The soundings should be compared in order to see whether changes
have occurred in the channel. If such changes do not account for the
discrepancies, the cause must be sought for in some of the recorded
velocities. If no sources of error in these can be found, such as
wind, it is possible that the velocity has been affected by a change
in the surface slope owing to some change in the channel downstream
of the length. Failing this explanation, the discrepancies must be set
down to unknown causes. With an unstable channel and where accuracy
is required, the sectional areas and velocities should be regularly
tabulated or plotted so that changes may be watched and investigated.
To do this it may be necessary to take surface slope observations, or
to set up extra gauges which will show any changes in the slope.
If, downstream of the discharge site, there is any place where
affluents come in and bring varying volumes of water, or where gates
or sluices are manipulated, and if the influence of this extends up to
the discharge site, the water-level there no longer depends only on
the discharge, and a discharge table must be one with several columns
whose headings indicate various conditions at the place where the
disturbances occur.
In order to show how the gauge readings and discharges vary from day to
day throughout the year, a diagram should be prepared showing the gauge
readings and discharges as ordinates, the abscissæ being the times in
days starting from any convenient date as zero. Such a diagram, showing
only gauge readings, is given in fig. 56, CHAP. XII.
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