Keywords: EBB
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Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1924) 217 (1924): 21–41.
Published: 01 January 1924
...E W HOLLINGWORTH © Thomas Telford and ICE 1924 TIDES CALCULATIONS RAISING FORCES WAVES RISING WATER LEVELS CURVES RANGE INEQUALITY EBB TIME HIGH WATER LITTORAL DRIFT RIVERS BARS LAGOONS ACCRETION RECLAMATION DUNES PORTS HARBOURS CHANGE COASTS LINES ENGLISH...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1911) 185 (1911): 109–125.
Published: 01 January 1911
...A SIEMENS; W T DOUGLASS; A T WALMISLEY; W MARRIOTT; W H WHEELER; A E CAREY; J S OWENS; V CORNISH; C W DARLEY; C HAWKSLEY © Thomas Telford and ICE 1911 COASTS COASTAL EROSION SEA WALLS GROYNES PROTECTION DEFENCES SAND WIND DRIFT TIDES CURRENTS FLOODS RIVERS COASTLINES EBB...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1902) 147 (1902): 70–106.
Published: 01 January 1902
...W K PARRY; WE ADENEY LIFFEY DUBLIN RATHMINES PEMBROKE IRELAND © Thomas Telford and ICE 1902 DISCHARGES SEWAGE TIDAL ESTUARIES RIVERS HARBOURS BAYS CHEMICAL ANALYSIS WATER POLLUTION TIDES SOLIDS OUTFALLS DISPOSAL WIND DILUTION CITIES AERATION EBB GALES...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1894) 118 (1894): 103–189.
Published: 01 January 1894
... mechanically the flow and ebb of the tide ; but the difficulty of imitating, in a model of limited size, the dis- placements of deposit which produced the shifting shoals of the Volga, was all the greater since the changes in tvheelocity of the current occurred veryrarely,thoughgenerallyregularlyand during...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1894) 118 (1894): 78–103.
Published: 01 January 1894
... the neck of an estuary, and the flood-tide formed the channel outside. He did not see how that could be accepted as the basis of an argument, because one of the channels above the neck was undoubtedly formed by the flood-tide, whilstthe channel outside wasmainly formed bythe ebb. For instance, the Sloyne...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1890) 100 (1890): 144–178.
Published: 01 January 1890
... IMPROVEMENT WORKS FRESHWATER SANDBANKS FORMATION WAVES ACTION BANKS PIERS HARBOURS PORTS SEA OUTFALLS FLOODS EBB CAUSES TIDELESS NON TIDAL ENTRANCES LITTORAL 144 DISCUSSION ON BARS [iliinutes of Discussion. Jlr. VemonKwxnrt. Mr. L. F. VERNON-HARCOURTtshaaidt the Author had referred...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1890) 100 (1890): 116–143.
Published: 01 January 1890
...W H WHEELER © Thomas Telford and ICE 1890 BARS MOUTHS TIDAL ESTUARIES RIVERS CLAYS ROCKS ALLUVIUM SAND FORMATION IMPROVEMENT RECLAMATION TIDES SCOUR WAVES REMOVAL TRAINING WALLS DREDGING PIERS NAVIGATION DISCHARGES BASINS DELTAS DETRITUS EBB FRESHWATER DEPOSITS...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1889) 97 (1889): 273–276.
Published: 01 January 1889
...B O D TOWNSHEND © Thomas Telford and ICE 1889 TIDES TIDAL CURRENTS OBSERVATIONS HARBOURS FLOATS SEWAGE OUTFALLS DISCHARGES EBB PORTSMOUTH ENGLAND LANGSTONE UK selected TOTVNSHEND ON THE TIDES NEAR PORTSNOUTH. Papers.] 273 SECT1.1.-OTHER SELECTED PAPERS. (Pupel...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1886) 84 (1886): 315–359.
Published: 01 January 1886
... WALLS WEIRS TIDAL SLUICES WORKS BASINS FLOODS WATERWAYS TIDES ACCRETION SILT MOVABLE EMBANKMENTS INLAND NAVIGATION EBB CHANNELS CURRENTS DEPOSITS CAPACITY DEPOSITION HYDROLOGY BANKS DEPTH REGIMES WARNINGS SEINE HAVRE HONFLEUR ROUEN FRANCE EUROPE Proceedings...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1883) 72 (1883): 254–261.
Published: 01 January 1883
... surface was therefore 5 feet, a d the low waters were relatively 1 7 feet G inches and 18 feet8 inches below Trinity, with a low water in Lonilon 14 inches lower than a t sea. It must, however, benoted that the low waters for the average of the ebbs of the year are practically thesame or level...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1883) 71 (1883): 338–349.
Published: 01 January 1883
...W C UNWIN © Thomas Telford and ICE 1883 CURRENTS METERS RIVERS MEASUREMENT TIDAL GAUGING FLOODS FLOW VELOCITY OBSERVATIONS TIDES DISCHARGES NON TIDAL TIDELESS WATER EBB DEPTH RATIOS THAMES ENGLAND UK 338 UNWIN ON CURREET-METOEBRSERVATIONS. [Selected (Paper...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1882) 70 (1882): 53–104.
Published: 01 January 1882
... IMPROVEMENT BANKS DREDGING BARS SCOUR SILT JETTIES SLUICING BASINS BREAKWATERS EMBANKMENTS RIVERS WORKS ENTRANCES SANDBANKS CHANNELS DEPTH DEEPENING DREDGERS PUMPS HOPPERS EBB FLOW BAYS SILTATION DUNKIRK DUNKERQUE CALAIS BOULOGNE SEINE FRANCE BELGIUM EUROPE...
Journal Articles
Journal Articles
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1879) 58 (1879): 124–145.
Published: 01 January 1879
... WALLS SEA WALLS CONSTRUCTION REMOVAL CHANNELS NAVIGATION RIVERS DEPOSITS DEEPENING SAND EBB SEA VELOCITY RECLAMATION DUBLIN IRELAND EIRE 124 MINU!I%S OF PROCEEDINGS. Mr. BATEMAPNre,sident, happened to know something of Dublin Harbour,and it appearedtohimthattherewere some...
Journal Articles
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1861) 20 (1861): 314–334.
Published: 01 January 1861
...J MURRAY © Thomas Telford and ICE 1861 SEA ESTUARIES FRITHS FIRTHS FLOODS COASTS TIDES LITTORAL EBB CHARTS WATER ENTRANCES VELOCITY BARS SAND SANDBANKS BANKS NORTH SEA SCOTLAND ENGLAND MURRAY FRITH CROMARTY MORAY FIRTH UK 314 KORTH SEA. March 12, 1861...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1861) 20 (1861): 14–25.
Published: 01 January 1861
...P BRUFF; G HURWOOD; J COOPER; J MURRAY; J S RUSSELL; W A BROOKS; J HAWKSLEY; F BRAITHWAITE; REDMAN; J C CURTIS; G P BIDDER © Thomas Telford and ICE 1861 RIVERS PORTS WORKS IMPROVEMENT DOCKS ESTUARIES CHANNELS WATER SCOUR TIDES FLOODS EBB LAND FRESHWATER TIDAL WAVES...
Journal Articles
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1853) 12 (1853): 1–12.
Published: 01 January 1853
..., or loss of height,in thetidal column, as it advancesup the channel. The transmission of the tidal wave is therefore quick, as the flood rapidly attains sufficient head to turn back, or overcome the current of the ebb, and the interval of stagnation, or rest, is, as at sea, exceedingly short. One...

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