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
Thus the time of high tide at M is later than at H. It is later for
each point passed in going up the river from H towards A. Eventually a
point A is reached where there is no tide, that is, no rise or fall.
Far below this point, between A and B, there is a point above which
there is no upward current but only a slackening of the downstream
flow. At H a diagram showing the rise and fall of the tide is
symmetrical, at N the rises and falls are less than at H, and the
periods of their occurrence later. In going up the river the duration
of the flood tide decreases and that of the ebb tide increases. The
flood tide attains its greatest velocity soon after its commencement,
the ebb tide towards its close. The distances to which the tidal
influence extend are of course greater the greater the range of the
tide and the flatter the slope of the river. The discharge of the
river of course varies. The greater the discharge the more the rise
of the river tends to keep pace with that of the tide and the less
the distance to which the tidal influence extends. On a longitudinal
section of the river, the high-water line will be shown as A N H. This
is merely done for convenience. It is never high water at all points
simultaneously. To show the actual state of affairs at various stages
of the tide, series of lines must be drawn as in fig. 67, where the
firm lines show the flood, and the dotted lines the ebb tide.
The flow in the tidal reach of a river is the same as if the water
was alternately headed up by a movable weir and then allowed to flow
freely and be drawn down. If the water carries silt, the tendency for
deposit to occur is (CHAP. V., _Art. 2_) no greater than if there was
no heading up or drawing down. The tendency depends chiefly on whether
there is, on the average, any reduction in velocity or increase in
depth as compared with the non-tidal upstream reach, and whether the
water in that reach is fully charged with silt. If both the answers are
in the negative, no deposit due to river silt is likely to occur in the
tidal reach.
[Illustration: FIG. 67.]
If the sea water is charged with silt, it will of course carry silt
into the river as it flows up, but the whole volume of water which
enters has to flow out again. On the whole, the tendency for silt to be
deposited in the river is due only to the period of “slack tide” near
the time when the flow ceases. The tendency is seldom marked.
If the sea water carries silt and the river water is clear, the latter
assists of course in removing any deposit--that is, it tends to keep
the channel clear.
Public-domain text, read in full here on John Shaqi.
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