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
6. =Small Streams.=--Small streams will now be considered, those, for
instance, which are too small to be navigable and which occasionally
run dry or nearly dry. If the water of the stream is to be stored for
water supply, power or irrigation purposes, full information as to
discharges and silt carried will be required. If the stream is small
enough the discharges can be ascertained by means of a weir of planks.
The discharge is then known from the gauge readings. Cross-sections
and large scale plans will not be required unless the stream is to be
altered or embanked. If the water, instead of being stored, is to be
got rid of, as in drainage work, the only information required as to
discharges is the maximum discharge. Large scale plans, sections, or
information as to silt or water-levels (except as a means of estimating
the discharge) will not be required unless the stream is to be altered
or embanked.
In all these cases of small streams the information required is
generally, as has been seen, less than in the case of large perennial
streams, but it is generally more difficult to obtain. If the stream
is ill-defined or its flow intermittent, especially if it is also very
small and the place sparsely inhabited, it may be difficult to obtain
any discharge figures except those based on figures of rainfall. The
method of obtaining such figures has been stated in CHAP. II. The
figures required are those of the annual and monthly fall when the
water is to be stored, and those of the greatest fall in a short period
when the water is to be got rid of. Of course a plan of the catchment
area is required.
7. =Intermittent Streams.=--In the case of large streams whose flow is
intermittent, the information required will, as before, depend upon the
circumstances. Such streams occur in many countries. The difficulty
in obtaining information is often very great. To obtain figures of
daily discharge a gauge must be set up in the stream and a register
kept. The chief difficulty in an out-of-the-way place is likely to
be the obtaining correct information as to the maximum discharge.
Information, derived from reports or from supposed flood marks, as to
the highest water-level, may be inaccurate, and information based on
rainfall figures may be extremely doubtful owing to the large size of
the catchment area, the absence of rain gauges, and the difficulty,
especially if the rain is not heavy, in estimating the available fall.
All sources of information must be utilised and, whenever possible,
observations should be made over a long period of time.
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