ForsideBøgerA Treatise On The Princip… Of Harbour Engineering

A Treatise On The Principles And Practice Of Harbour Engineering

Forfatter: Brysson Cunningham

År: 1908

Forlag: Charles Griffin & Company

Sted: London

Sider: 410

UDK: Vandbygningssamlingen 134.16

With18 Plates And 220 Illustrations In The Text

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ENTBANCE CHANNELS. 22% channel along the right batik, from Mornington Point towards Shipgunj Point, becomes more or less silted up during the prevalence of the freshets. On the other hand, during the dry season the flood-tide channel, or Western Gut, along the right bank, in tlie lower part of the reach, opens out again, till the scouring energy of the flood-tide current is dissipated to some extent on approaching Shipgunj Point, where it spreads out and passes across to the left bank between Ninan and Fulta Point. At the same time, the Eastern Gut near the left bank, which depends on the ebb-tide almost entirely for its maintenance throughout the dry season, is reduced in depth : and a bar is formed between the ebb-tide channel near Hooghly Point and the deep channel at right angles to it in front of Gewankhali, by the conflicting action of the flood-tide running up this latter channel, thereby joining the James and Mary Shoal to the Hooghly Sand below.” Blind Channels.—This conflict of routes, resulting in the temporary predominance of one or other, is also responsible for the formation of what may be termed “blind channels” or cul-de-sacs, such as will be noticed in greater or less prominence on the charts of all important estuaries. These are deep depressions in the river-bed extending for some distance without any apparent outlet, terminating simply in a ridge or stopped end. The Sloyne in the Iliver Mersey is a notable example, as also the Bog Hole off Southport in the estuary of the Ribble, Mostyn Deep at the entrance of the Dee, and the Great Nore Channel at the mouth of the Thames. These and many other instances are undoubtedly due to the antagonistic tendencies of the upward and downward streams. Variable Channels.—The roving disposition of channels in sandy estuaries is manifestly the cause of niuch waste of physical power. The energy possessed by the stream in virtue of its momentum, which might profitably be expended in maintaining a deep clear channel and in removing or preventing any obstruction of the nature of a bar, is dissipated in the effort of eroding and displacing huge volumes of sand. It is observable in the river Mersey, for instance, that the estuarine channel rarely occupies the same position for a week consecutively. Between Hale Head and Garston, where the estuary is three miles wide, the channel has been diverted within a period of twelve months across the entire width from the Cheshire side to the Lancashire side, and vice verså. Generally the changes are found to be coincident with upland floods, which bring a considérable accession of water; but so trifling are the initiatory causes sometimes, that barges grounding against a side of the existing channel have been known to produce a most marked deflection. The agitation arising from the process of erosion must inevitably cause a considerable quantity of sand to remain in suspension and to be transported to the mouth of the river, where its deposition in more tranquil waters is only a matter of time. Fixed Channels.—A constant channel, on the other hand, where such can be assured, has all the advantages attaching to fixity and stability. It entails no frequent surveys with alterations of buoys and lights ; it does 15