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Article
Authors: SIR W THOMSON
Source: Minutes of the Proceedings, Volume 65, Issue 1881, January 1881, pages 2 - 25
2 THOMSON ON TIDAL INSTRUMENTS. [Minutes of (Paper No. 1778.) '' The Tide Gauge, Tidal Harmonic Analyser, and Tide Predicter." By SIRWILLIAM THOIUSOX, F.R.SS. L. and E., M. Inst. C.E. LL.D., I. THE TIDEGAUGE. THE self-registeringtidegauge is awellknown instrument for automatically recording, by a curve traced on paper, the height of the sea level a t every instant above or below some assumed datum line. The first essential of the instrument is a floater, which rises and falls with the water...

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Article
Authors: E W HOLLINGWORTH
Source: Minutes of the Proceedings, Volume 217, Issue 1924, January 1924, pages 21 - 41
Proceedings.] HOLLINGWORTH ON TIIE TIDES. 21 20 November, 1923. Sir CHARLES LANGBRIDGE MORGAN, C.B.E., President, in the Chair. The PRESIDENT announced thatthe new By-laws had been approved by the Privy Council and that henceforth members were entitled to call themselves " Chartered Civil Engineers." (Paper No. 4344.) " The Tides from an Engineer's Standpoint." By EDWARD WILLIAM HOLLINGWORTH, M. Inst. C.E. M.A., FEWphenomena are more familiar than the tides, yet few are less generally understood...

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Article
Authors: JM TOWNSON, ME DAVIES, P MATSOUKIS
Source: ICE Proceedings, Volume 69, Issue 3, September 1980, pages 671 - 685
Proc. lnstn Ch. Engrs, Part 2, 1980, 69, Sept., 6 7 1 4 8 5 8328 Numerical simulations of the Bristol Channel tide J. M. TOWNSON, BSc, PhD, MICE* MSc* M. E. DAVIES, BSc. P. MATSOUKIS, DipCE* Previously reported simulations of the Bristol Channel tides are reviewed. The method of characteristics is applied to x-t and x-y-t representations of the channel itself and to a larger x-y-t space including the Irish coast...

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Article
Authors: W B DAWSON
Source: Minutes of the Proceedings, Volume 149, Issue 1902, January 1902, pages 223 - 244
Papers.] DAWBON ON TIDE-CIAUGEB IN NORTHERN CLTNATES. 223 (Paper No. 3325.) " Tide-Gauges in Northern Climates and Isolated Situations." By WILLIAM BELL DAWSON, DSc., Assoc. MInst. C.E. M.A., . IN order to obtain a reasonably complete knowledge of the tides of the world as a whole, it mill be necessary to investigate the tides of the Arctic regions, some of which are of great range ; ant1 i t may also be found that localities on exposed coasts are of primary importance, from a tidal point of view, i n securing the obtained so necessary data...

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Article
Authors: GA ALCOCK, WR BLAIN, DT RUGH, DF WALLACE, NB WEBBER
Source: ICE Proceedings, Volume 59, Issue 4, December 1975, pages 879 - 884
Proc. Instn Ciu. Engrs, Part 2, 1915, 59, Dec., 879-884 7777 DISCUSSION Hydrodynamic levelling of an offshore tide gauge G. A. ALCOCK 81 D. T. PUGH Mr N. B. Webber and M r W. R. Blain, Department of Civil Engineering, University of Southampton We found thePaper of considerable value in connexion with a recent levelling operation in Southampton Water. 40. In the maintenance of approach channels to ports situated in estuaries a high standard of accuracy of echo sounding is demanded, but in the case of fairly wide estuaries the reference tide staffs for establishing datum may well be at the shallow water margin of the estuary some distance from the actual sounding area and in a different current regime...
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Article
Authors: GA ALCOCK, DT PUGH
Source: ICE Proceedings, Volume 59, Issue 1, March 1975, pages 123 - 137
Proc. Instn Ciu. Engrs, Part 2, 1975, 59, Mar., 123-137 7777 Hydrodynamic levelling of an off-shore tide gauge When designing structures which extend to a considerable distance off shore it is desirable to have off-shore measurements of water level which are referred to the same datum as simultaneous coastal measurements. Using the hydrodynamic equations and only limited current observations, a datum level has been transferred to a gauge 12.9 km off shore in the Wash, across water of m average depth, where the 7...

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Article
Authors: T. L. Shaw, M. J. Watson
Source: Proceedings of the ICE - Engineering Sustainability, Volume 156, Issue 2, June 2003, pages 119 - 123

The predictable, regular reversal of the tides makes this an important renewable energy resource, one which is large, technically well proven and reliable if exploited by applying the conventional principles of hydroelectric power. The basic operating principles of tidal power stations were explored in depth in many studies carried out throughout the twentieth century. With few exceptions, a basic premise was to maximise energy output. Less attention was given to identifying the design and operating procedures needed to maximise aggregated energy value, it presumably being assumed that the latter followed the former. The studies reported in this paper are based on the now strongly established commercial trend for electricity to be marketed competitively, having regard for such factors as time of day and guarantee of use. Consumer technologies have taken advantage of the differential tariff structures which have emerged and will continue to evolve, and this in turn is being reflected in the composition of the supply industry. The much-valued versatility of hydro generation applies equally to tidal power plant. The opportunities for a tidal barrage to be operated flexibly, having regard for fundamental resource constraints, are set out, though without regard for tariff structures because these will depend on the particular network conditions in which any project will operate. The studies have been carried out in the context of a Severn Estuary barrage.

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Article
Authors: B O D TOWNSHEND
Source: Minutes of the Proceedings, Volume 97, Issue 1889, January 1889, pages 273 - 276
selected Papers.] TOTVNSHEND ON THE TIDES NEAR PORTSNOUTH. 273 SECT. 11.-OTHER SELECTED PAPERS. (Pupel- No. 2235.) `` The Tides in the Neighbourhood of Portsmouth." (Ab8hCt.) By BERNARD ODRISCOLL TOJVNSHESD, M. Inst. C.E. Assoc. A SERIES of tidal-current observations, by means of floats, was made by the Author, in July andDecember, 1882, with the object of ascertaining the probable course which sewage matter, issuing from an outfall at the mouth of Langstone harbour, would take with the ebb-tide...

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Article
Authors: H B TEMPLE RICHARDS
Source: Journal of the ICE, Volume 21, Issue 1, November 1943, pages 35 - 36
TEMPLE-RICHARDS ON CONCRETE WHARVES AND PIERS. 35 Paper No. 5356. A Quick Method of constructing Concrete Wharvesand below Tides. ' ' Piers By HAROLD BEECHAM TEMPLE-RICHARDS, (Eng.), M. Inst. C.E. B.Sc. (Ordered by the Council to be published with written discussio~z.) t THE many types of pier design to meet particular conditions and requirements, and the methods of construction employed, are well known. The following devices are suggested as a quick method for constructing piers when the design is either all concrete, concrete with rubble hearting, or concrete block walls with concrete and rubble hearting, founded on a prepared hard or rock bottom...

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Article
Authors: A OWEN
Source: ICE Proceedings, Volume 67, Issue 4, December 1979, pages 907 - 928
Proc. Instn Ciu. Engrs, Part 2, 1979, 67, Dec., 907-928 8281 Effect on the Mztide of permeable tidal barrages in the Bristol Channel Two-dimensional numerical models are used to investigate the effects of various tidal powerbarrages in theBristolChannel on the M, tidalregime.Onlygeneration of power on the ebb tide is considered. Tentative estimates are made o the annualenergy f likely to be yielded by the operation of such tidal power plant. Notation total depth of water, h+ 5 acceleration due to the Earth's gravity undisturbed depth of water f coefficient o bottom friction, 0...

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